DEMO_febio_0035_blob_shear_contact_hex8
Below is a demonstration for:
- Building geometry for a hemi-spherical blob with hexahedral elements which is being sheared by a rigid wall. This demo consists off:
- Defining the boundary conditions
- Coding the febio structure
- Running the model
- Importing and visualizing the displacement results
Contents
- Keywords
- Plot settings
- Control parameters
- Creating model geometry and mesh
- Creating rigid body shear surface
- Join model node sets
- Get local material axes
- Get contact surfaces
- Setup boundary conditions
- Defining the FEBio input structure
- Quick viewing of the FEBio input file structure
- Exporting the FEBio input file
- Running the FEBio analysis
- Import FEBio results
Keywords
- febio_spec version 2.5
- febio, FEBio
- indentation
- contact, sliding, friction
- rigid body constraints
- hexahedral elements, hex8, hex20
- quadrilaterial elements, quad4, quad8
- shell elements%
- sphere
- static, solid
- hyperelastic, Ogden
- hyperelastic, Fung orthotropic
- displacement logfile
clear; close all; clc;
Plot settings
fontSize=15; faceAlpha1=0.8; faceAlpha2=0.3; markerSize=40; markerSize2=15; lineWidth=3;
Control parameters
% Path names defaultFolder = fileparts(fileparts(mfilename('fullpath'))); savePath=fullfile(defaultFolder,'data','temp'); % Defining file names febioFebFileNamePart='tempModel'; febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement % febioLogFileName_force=[febioFebFileNamePart,'_force_out.txt']; %Log file name for exporting force % Hemi-sphere parameters hemiSphereRadius=6; numElementsMantel=3; smoothEdge=1; solidElementType='hex20';%'hex20'; membraneThickness=0.1; % Ground plate parameters plateRadius=1.3*hemiSphereRadius; % Probe parameters probeWidth=3*hemiSphereRadius; filletProbe=hemiSphereRadius/2; %Fillet radius % Define probe displacement probeDisplacement=hemiSphereRadius*2; probeOverlapFactor=0.4; probeLength=hemiSphereRadius*2; % Material parameter set l=1e-3; lt=1000*l; m=1e-3; mt=1000*m; mu1=mt; mu2=mt; mu3=m; lambda11=lt; lambda22=lt; lambda12=lt; lambda33=l; lambda23=l; lambda13=l; [E1,E2,E3,G12,G23,G31,v12,v23,v31]=lameInvertHookeOrthotropic(mu1,mu2,mu3,lambda11,lambda22,lambda33,lambda12,lambda23,lambda13); materialPropertiesFung.E1=E1; materialPropertiesFung.E2=E2; materialPropertiesFung.E3=E3; materialPropertiesFung.G12=G12; materialPropertiesFung.G23=G23; materialPropertiesFung.G31=G31; materialPropertiesFung.v12=v12; materialPropertiesFung.v23=v23; materialPropertiesFung.v31=v31; materialPropertiesFung.c=10; materialPropertiesFung.k=1000*mean([G12 G23 G31]); %Ogden parameters materialPropertiesOgden.c1=1e-3; %Shear-modulus-like parameter materialPropertiesOgden.m1=2; %Material parameter setting degree of non-linearity materialPropertiesOgden.k=1000*materialPropertiesOgden.c1; %Bulk modulus % FEA control settings numTimeSteps=100; max_refs=25; %Max reforms max_ups=0; %Set to zero to use full-Newton iterations opt_iter=10; %Optimum number of iterations max_retries=25; %Maximum number of retires symmetric_stiffness=0; min_residual=1e-20; step_size=1/numTimeSteps; dtmin=(1/numTimeSteps)/100; %Minimum time step size dtmax=(1/numTimeSteps); %Maximum time step size %Contact parameters contactPenalty=0.01; laugon=0; minaug=1; maxaug=10; fric_coeff=0; max_traction=0;
Creating model geometry and mesh
%Control settings optionStruct.sphereRadius=hemiSphereRadius; optionStruct.coreRadius=optionStruct.sphereRadius/2; optionStruct.numElementsMantel=numElementsMantel; optionStruct.numElementsCore=optionStruct.numElementsMantel*2; optionStruct.outputStructType=2; optionStruct.makeHollow=0; optionStruct.cParSmooth.n=25; % %Creating sphere [meshStruct]=hexMeshHemiSphere(optionStruct); % Access model element and patch data Fb_blob=meshStruct.facesBoundary; Cb_blob=meshStruct.boundaryMarker; V_blob=meshStruct.nodes; E_blob=meshStruct.elements; F_blob=element2patch(E_blob);
pointSpacingBlob=mean(patchEdgeLengths(Fb_blob,V_blob)); %Smoothen edges if smoothEdge==1 %Get rigid region ind=1:1:size(V_blob,1); %Indices for all nodes indRigid1=find(ismember(ind,Fb_blob(Cb_blob==2,:)) & ~ismember(ind,Fb_blob(Cb_blob==1,:))); %Indices for new bottom surface nodes indRigid2=find(ismember(ind,Fb_blob(Cb_blob==1,:)) & ~ismember(ind,Fb_blob(Cb_blob==2,:))); %Indices for new bottom surface nodes indRigid=[indRigid1(:); indRigid2(:);]; %Smoothing cPar.Method='HC'; cPar.n=250; cPar.RigidConstraints=indRigid; [Vb_blob]=patchSmooth(F_blob,V_blob,[],cPar); indSmooth=unique(F_blob(:)); V_blob(indSmooth,:)=Vb_blob(indSmooth,:); %Fix color data with new bottom surface Cb_blob=ones(size(Cb_blob)); Cb_blob(all(ismember(Fb_blob,indRigid1),2))=2; meshStruct.nodes=V_blob; end if strcmp(solidElementType,'hex20') [E_blob,V_blob,~,~,Fb_blob]=hex8_hex20(E_blob,V_blob,{},Fb_blob); [Fb_blob_plot]=element2patch(Fb_blob,[],'quad8'); meshStruct.elements=E_blob; meshStruct.nodes=V_blob; meshStruct.Fb=Fb_blob_plot; shellElementType='quad8'; else Fb_blob_plot=Fb_blob; shellElementType='quad4'; end
Visualize blob mesh
hFig=cFigure; subplot(1,2,1); hold on; hp=gpatch(Fb_blob_plot,V_blob,Cb_blob,'k',1); hp.Marker='.'; hp.MarkerSize=markerSize2; % patchNormPlot(Fb_blob,V_blob); % plotV(V_blob(indRigid,:),'g.','MarkerSize',25); axisGeom(gca,fontSize); colormap(gjet); icolorbar; camlight headlight; hs=subplot(1,2,2); hold on; title('Cut view of solid mesh','FontSize',fontSize); optionStruct.hFig=[hFig hs]; gpatch(Fb_blob_plot,V_blob,'kw','none',0.25); meshView(meshStruct,optionStruct); axisGeom(gca,fontSize); drawnow;
Creating rigid body shear surface
pointSpacingProbe=pointSpacingBlob/2; %Sketching side profile x=[-probeLength-hemiSphereRadius -hemiSphereRadius -hemiSphereRadius]; y=[0 0 0]; z=[hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*1.5]; V_probe_curve_sketch=[x(:) y(:) z(:)]; %Fillet sketch np=100; %Number of points used to construct each fillet edge [V_probe_curve]=filletCurve(V_probe_curve_sketch,filletProbe,np,0); numPointsProbeCurve=ceil(max(pathLength(V_probe_curve))/pointSpacingProbe); [V_probe_curve] = evenlySampleCurve(V_probe_curve,numPointsProbeCurve,'pchip',0); % Extruding curve % controlParametersExtrude.pointSpacing=pointSpacingProbe; controlParametersExtrude.depth=hemiSphereRadius*2.5; controlParametersExtrude.numSteps=ceil(controlParametersExtrude.depth/pointSpacingProbe); controlParametersExtrude.numSteps=controlParametersExtrude.numSteps+iseven(controlParametersExtrude.numSteps); %Force uneven controlParametersExtrude.patchType='quad'; controlParametersExtrude.dir=0; controlParametersExtrude.n=[0 1 0]; controlParametersExtrude.closeLoopOpt=0; [F_probe,V_probe]=polyExtrude(V_probe_curve,controlParametersExtrude); F_probe=fliplr(F_probe); %Invert face orientation so normals point to blob if strcmp(solidElementType,'hex20') [F_probe,V_probe]=quad4_quad8(F_probe,V_probe); [F_probe_plot]=element2patch(F_probe,[],'quad8'); else F_probe_plot=F_probe; end center_of_mass_probe=mean(V_probe,1);
Visualizing probe mesh
cFigure; hold on; title('The probe surface mesh','fontSize',fontSize); gpatch(Fb_blob_plot,V_blob,'kw','none',0.5); hl(1)=plotV(V_probe_curve_sketch,'k.-.','lineWidth',3,'MarkerSize',25); hl(2)=plotV(V_probe_curve,'r-','lineWidth',3,'MarkerSize',25); hl(3)=gpatch(F_probe_plot,V_probe,'gw','k',1); % hl(3).Marker='.'; % hl(3).MarkerSize=markerSize2; legend(hl,{'Sketched probe curve','Rounded probe curve','Probe surface mesh'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Join model node sets
V=[V_blob; V_probe]; F_probe=F_probe+size(V_blob,1); F_probe_plot=F_probe_plot+size(V_blob,1);
Visualizing model
cFigure; hold on; gtitle('Model components',fontSize); hl(1)=gpatch(Fb_blob_plot,V,'rw','k',0.8); hl(2)=gpatch(F_probe_plot,V,'gw','k',0.8); legend(hl,{'Blob','Probe'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Get local material axes
[N3,Vn]=patchNormal(Fb_blob_plot,V);
[N1,N2]=vectorOrthogonalPair(N3); %Get orthogonal vector pair
Visualizing axes
cFigure; hold on; gtitle('Local material axes',fontSize); hl(1)=gpatch(Fb_blob_plot,V,'rw','k',0.9); hl(2)=quiverVec(Vn,N1,pointSpacingBlob,'y'); hl(3)=quiverVec(Vn,N2,pointSpacingBlob,'g'); hl(4)=quiverVec(Vn,N3,pointSpacingBlob,'b'); legend(hl,{'Blob','1st axis','2nd axis','3rd axis'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Get contact surfaces
Visualize contact surfaces
cFigure; title('Probe blob contact pair','fontsize',fontSize); hl(1)=gpatch(F_probe_plot,V,'rw','k',1); patchNormPlot(F_probe_plot,V); hl(2)=gpatch(Fb_blob_plot,V,'gw','k',1); patchNormPlot(Fb_blob_plot,V); legend(hl,{'Master','Slave'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Setup boundary conditions
bcSupportList=unique(Fb_blob(Cb_blob==2,:));
Visualize boundary condition sets
cFigure; hold on; title('Boundary conditions ','fontsize',fontSize); gpatch(F_probe_plot,V,'kw','none',0.2); gpatch(Fb_blob_plot,V,'kw','none',0.2); hl(1)=plotV(V(bcSupportList,:),'k.','MarkerSize',markerSize); legend(hl,{'Supported nodes'}); clear hl; axisGeom(gca,fontSize); camlight headlight; drawnow;
Defining the FEBio input structure
See also febioStructTemplate and febioStruct2xml and the FEBio user manual.
%Get a template with default settings [febio_spec]=febioStructTemplate; %febio_spec version febio_spec.ATTR.version='2.5'; %Module section febio_spec.Module.ATTR.type='solid'; %Control section febio_spec.Control.analysis.ATTR.type='static'; febio_spec.Control.time_steps=numTimeSteps; febio_spec.Control.step_size=step_size; febio_spec.Control.time_stepper.dtmin=dtmin; febio_spec.Control.time_stepper.dtmax=dtmax; febio_spec.Control.time_stepper.max_retries=max_retries; febio_spec.Control.time_stepper.opt_iter=opt_iter; febio_spec.Control.max_refs=max_refs; febio_spec.Control.max_ups=max_ups; febio_spec.Control.symmetric_stiffness=symmetric_stiffness; febio_spec.Control.min_residual=min_residual; %Material section febio_spec.Material.material{1}.ATTR.type='Ogden'; febio_spec.Material.material{1}.ATTR.id=1; febio_spec.Material.material{1}.c1=materialPropertiesOgden.c1; febio_spec.Material.material{1}.m1=materialPropertiesOgden.m1; febio_spec.Material.material{1}.c2=materialPropertiesOgden.c1; febio_spec.Material.material{1}.m2=-materialPropertiesOgden.m1; febio_spec.Material.material{1}.k=materialPropertiesOgden.k; % febio_spec.Material.material{2}.ATTR.type='Ogden'; % febio_spec.Material.material{2}.ATTR.id=2; % febio_spec.Material.material{2}.c1=materialPropertiesOgden.c1; % febio_spec.Material.material{2}.m1=materialPropertiesOgden.m1; % febio_spec.Material.material{2}.c2=materialPropertiesOgden.c1; % febio_spec.Material.material{2}.m2=-materialPropertiesOgden.m1; % febio_spec.Material.material{2}.k=materialPropertiesOgden.k; febio_spec.Material.material{2}.ATTR.type='Fung orthotropic'; febio_spec.Material.material{2}.ATTR.id=2; febio_spec.Material.material{2}.E1=materialPropertiesFung.E1; febio_spec.Material.material{2}.E2=materialPropertiesFung.E2; febio_spec.Material.material{2}.E3=materialPropertiesFung.E3; febio_spec.Material.material{2}.G12=materialPropertiesFung.G12; febio_spec.Material.material{2}.G23=materialPropertiesFung.G23; febio_spec.Material.material{2}.G31=materialPropertiesFung.G31; febio_spec.Material.material{2}.v12=materialPropertiesFung.v12; febio_spec.Material.material{2}.v23=materialPropertiesFung.v23; febio_spec.Material.material{2}.v31=materialPropertiesFung.v31; febio_spec.Material.material{2}.c=materialPropertiesFung.c; febio_spec.Material.material{2}.k=materialPropertiesFung.k; febio_spec.Material.material{3}.ATTR.type='rigid body'; febio_spec.Material.material{3}.ATTR.id=3; febio_spec.Material.material{3}.density=1; febio_spec.Material.material{3}.center_of_mass=center_of_mass_probe; %Geometry section % -> Nodes febio_spec.Geometry.Nodes{1}.ATTR.name='nodeSet_all'; %The node set name febio_spec.Geometry.Nodes{1}.node.ATTR.id=(1:size(V,1))'; %The node id's febio_spec.Geometry.Nodes{1}.node.VAL=V; %The nodel coordinates % -> Elements febio_spec.Geometry.Elements{1}.ATTR.type=solidElementType; %Element type of this set febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set febio_spec.Geometry.Elements{1}.ATTR.name='Blob'; %Name of the element set febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's febio_spec.Geometry.Elements{1}.elem.VAL=E_blob; febio_spec.Geometry.Elements{2}.ATTR.type=shellElementType; %Element type of this set febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set febio_spec.Geometry.Elements{2}.ATTR.name='Membrane'; %Name of the element set febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E_blob,1)+(1:1:size(Fb_blob,1))'; %Element id's febio_spec.Geometry.Elements{2}.elem.VAL=Fb_blob; febio_spec.Geometry.Elements{3}.ATTR.type=shellElementType; %Element type of this set febio_spec.Geometry.Elements{3}.ATTR.mat=3; %material index for this set febio_spec.Geometry.Elements{3}.ATTR.name='Probe'; %Name of the element set febio_spec.Geometry.Elements{3}.elem.ATTR.id=size(E_blob,1)+size(Fb_blob,1)+(1:1:size(F_probe,1))'; %Element id's febio_spec.Geometry.Elements{3}.elem.VAL=F_probe; % -> NodeSets febio_spec.Geometry.NodeSet{1}.ATTR.name='bcSupportList'; febio_spec.Geometry.NodeSet{1}.node.ATTR.id=bcSupportList(:); %Boundary condition section % -> Fix boundary conditions febio_spec.Boundary.fix{1}.ATTR.bc='x'; febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; febio_spec.Boundary.fix{2}.ATTR.bc='y'; febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; febio_spec.Boundary.fix{3}.ATTR.bc='z'; febio_spec.Boundary.fix{3}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name; % % -> Surfaces febio_spec.Geometry.Surface{1}.ATTR.name='contact_master2'; febio_spec.Geometry.Surface{1}.(shellElementType).ATTR.lid=(1:1:size(F_probe,1))'; febio_spec.Geometry.Surface{1}.(shellElementType).VAL=F_probe; febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave2'; febio_spec.Geometry.Surface{2}.(shellElementType).ATTR.lid=(1:1:size(Fb_blob(Cb_blob==1,:),1))'; febio_spec.Geometry.Surface{2}.(shellElementType).VAL=Fb_blob(Cb_blob==1,:); % -> Surface pairs febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact2_probe_blob'; febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name; febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name; % Mesh data % febio_spec.Geometry.ElementSet{1}.ATTR.name='shell_set'; % febio_spec.Geometry.ElementSet{1}.elem.ATTR.id=febio_spec.Geometry.Elements{2}.elem.ATTR.id; febio_spec.MeshData.ElementData{1}.ATTR.var='shell thickness'; febio_spec.MeshData.ElementData{1}.ATTR.elem_set=febio_spec.Geometry.Elements{2}.ATTR.name; febio_spec.MeshData.ElementData{1}.elem.ATTR.lid=(1:1:size(Fb_blob,1))'; febio_spec.MeshData.ElementData{1}.elem.VAL=membraneThickness.*ones(size(Fb_blob)); febio_spec.MeshData.ElementData{2}.ATTR.elem_set=febio_spec.Geometry.Elements{2}.ATTR.name; febio_spec.MeshData.ElementData{2}.ATTR.var='mat_axis'; for q=1:1:size(N1,1) febio_spec.MeshData.ElementData{2}.elem{q}.ATTR.lid=q; febio_spec.MeshData.ElementData{2}.elem{q}.a=N1(q,:); febio_spec.MeshData.ElementData{2}.elem{q}.d=N2(q,:); end %Boundary condition section % -> Fix boundary conditions % -> Prescribed boundary conditions on the rigid body febio_spec.Boundary.rigid_body{1}.ATTR.mat=3; febio_spec.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='y'; febio_spec.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='z'; febio_spec.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx'; febio_spec.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry'; febio_spec.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz'; febio_spec.Boundary.rigid_body{1}.prescribed.ATTR.bc='x'; febio_spec.Boundary.rigid_body{1}.prescribed.ATTR.lc=1; febio_spec.Boundary.rigid_body{1}.prescribed.VAL=probeDisplacement; %Contact section febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name; febio_spec.Contact.contact{1}.ATTR.type='sliding-elastic'; febio_spec.Contact.contact{1}.two_pass=1; febio_spec.Contact.contact{1}.laugon=laugon; febio_spec.Contact.contact{1}.tolerance=0.2; febio_spec.Contact.contact{1}.gaptol=0; febio_spec.Contact.contact{1}.minaug=minaug; febio_spec.Contact.contact{1}.maxaug=maxaug; febio_spec.Contact.contact{1}.search_tol=0.01; febio_spec.Contact.contact{1}.search_radius=0.1; febio_spec.Contact.contact{1}.symmetric_stiffness=0; febio_spec.Contact.contact{1}.auto_penalty=1; febio_spec.Contact.contact{1}.penalty=contactPenalty; febio_spec.Contact.contact{1}.fric_coeff=fric_coeff; %Output section % -> log file febio_spec.Output.logfile.ATTR.file=febioLogFileName; febio_spec.Output.logfile.node_data{1}.ATTR.file=febioLogFileName_disp; febio_spec.Output.logfile.node_data{1}.ATTR.data='ux;uy;uz'; febio_spec.Output.logfile.node_data{1}.ATTR.delim=','; febio_spec.Output.logfile.node_data{1}.VAL=1:size(V,1);
Quick viewing of the FEBio input file structure
The febView function can be used to view the xml structure in a MATLAB figure window.
febView(febio_spec); %Viewing the febio file
Exporting the FEBio input file
Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.
febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode
Running the FEBio analysis
To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.
febioAnalysis.run_filename=febioFebFileName; %The input file name febioAnalysis.run_logname=febioLogFileName; %The name for the log file febioAnalysis.disp_on=1; %Display information on the command window febioAnalysis.disp_log_on=1; %Display convergence information in the command window febioAnalysis.runMode='internal';%'internal'; febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small) febioAnalysis.maxtpi=1e99; %Max analysis time febioAnalysis.maxLogCheckTime=3; %Max log file checking time [runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 04-Jun-2019 13:03:50
===========================================================================
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| |\___\| | |\___\| | |\_| || \_\| | // \ ||
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| ||__ | ||__ | ||_| || | |\ | || | ||
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|___|| |________|| |__________|| |__|| \_________//
F I N I T E E L E M E N T S F O R B I O M E C H A N I C S
--- v e r s i o n - 2 . 9 . 0 ---
http://febio.org
FEBio is a registered trademark.
copyright (c) 2006-2019 - All rights reserved
===========================================================================
Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
]0;(0%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 1 : 0.01 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
1
Nonlinear solution status: time= 0.01
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.671493e-24 2.371397e-23 0.000000e+00
energy 1.699096e-27 5.235162e-28 1.699096e-29
displacement 1.919011e-26 1.919011e-26 1.919011e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.01
]0;(1%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 2 : 0.02 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.02
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.371397e-23 3.481087e-23 0.000000e+00
energy 1.509661e-26 9.122107e-27 1.509661e-28
displacement 2.911878e-26 2.911878e-26 2.911878e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.02
]0;(2%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 3 : 0.03 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.03
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.481087e-23 3.283048e-23 0.000000e+00
energy 2.313679e-26 1.128036e-26 2.313679e-28
displacement 3.630981e-26 3.630981e-26 3.630981e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.03
]0;(3%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 4 : 0.04 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.04
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.283048e-23 3.243944e-23 0.000000e+00
energy 2.232426e-26 1.147551e-26 2.232426e-28
displacement 4.521205e-26 4.521205e-26 4.521205e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.04
]0;(4%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 5 : 0.05 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
1
Nonlinear solution status: time= 0.05
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.243944e-23 3.600203e-23 0.000000e+00
energy 2.238045e-26 1.060284e-26 2.238045e-28
displacement 4.001740e-26 4.001740e-26 4.001740e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.05
]0;(5%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 6 : 0.06 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.06
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.600203e-23 3.265505e-23 0.000000e+00
energy 2.148858e-26 1.072681e-26 2.148858e-28
displacement 4.607993e-26 4.607993e-26 4.607993e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.06
]0;(6%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 7 : 0.07 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.07
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.265505e-23 3.525838e-23 0.000000e+00
energy 2.142204e-26 1.048628e-26 2.142204e-28
displacement 2.952659e-26 2.952659e-26 2.952659e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.07
]0;(7%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 8 : 0.08 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.08
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.525838e-23 3.279029e-23 0.000000e+00
energy 2.222136e-26 1.015300e-26 2.222136e-28
displacement 3.755800e-26 3.755800e-26 3.755800e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.08
]0;(8%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 9 : 0.09 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.09
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.279029e-23 3.754004e-23 0.000000e+00
energy 2.179220e-26 1.220373e-26 2.179220e-28
displacement 3.426081e-26 3.426081e-26 3.426081e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.09
]0;(9%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 10 : 0.1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.1
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.754004e-23 3.513990e-23 0.000000e+00
energy 2.441649e-26 1.287445e-26 2.441649e-28
displacement 3.965216e-26 3.965216e-26 3.965216e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.1
]0;(10%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 11 : 0.11 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.11
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.513990e-23 3.166387e-23 0.000000e+00
energy 2.384664e-26 1.211667e-26 2.384664e-28
displacement 3.680916e-26 3.680916e-26 3.680916e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.11
]0;(11%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 12 : 0.12 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.12
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.166387e-23 3.802484e-23 0.000000e+00
energy 2.324262e-26 1.110994e-26 2.324262e-28
displacement 3.699595e-26 3.699595e-26 3.699595e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.12
]0;(12%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 13 : 0.13 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
1
Nonlinear solution status: time= 0.13
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.802484e-23 3.228721e-23 0.000000e+00
energy 2.313609e-26 1.092070e-26 2.313609e-28
displacement 3.272042e-26 3.272042e-26 3.272042e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.13
]0;(13%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 14 : 0.14 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.14
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.228721e-23 3.420898e-23 0.000000e+00
energy 2.053542e-26 9.137252e-27 2.053542e-28
displacement 3.719018e-26 3.719018e-26 3.719018e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.14
]0;(14%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 15 : 0.15 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111675
1
Nonlinear solution status: time= 0.15
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.420898e-23 3.300584e-23 0.000000e+00
energy 2.270551e-26 1.171403e-26 2.270551e-28
displacement 3.401047e-26 3.401047e-26 3.401047e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.15
]0;(15%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 16 : 0.16 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
1
Nonlinear solution status: time= 0.16
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.300584e-23 3.539529e-23 0.000000e+00
energy 2.271809e-26 1.168660e-26 2.271809e-28
displacement 3.983064e-26 3.983064e-26 3.983064e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.16
]0;(16%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 17 : 0.17 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
1
Nonlinear solution status: time= 0.17
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.539529e-23 3.838242e-23 0.000000e+00
energy 2.218722e-26 1.099468e-26 2.218722e-28
displacement 4.274740e-26 4.274740e-26 4.274740e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.17
]0;(17%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 18 : 0.18 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.18
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.838242e-23 3.519828e-23 0.000000e+00
energy 2.207695e-26 1.116374e-26 2.207695e-28
displacement 3.188506e-26 3.188506e-26 3.188506e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.18
]0;(18%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 19 : 0.19 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.19
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.519828e-23 3.748220e-23 0.000000e+00
energy 2.199783e-26 1.090399e-26 2.199783e-28
displacement 2.829815e-26 2.829815e-26 2.829815e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.19
]0;(19%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 20 : 0.2 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.2
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.748220e-23 3.697287e-23 0.000000e+00
energy 2.275647e-26 1.175093e-26 2.275647e-28
displacement 3.103308e-26 3.103308e-26 3.103308e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.2
]0;(20%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 21 : 0.21 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.21
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697287e-23 3.648288e-23 0.000000e+00
energy 2.296791e-26 1.056928e-26 2.296791e-28
displacement 4.252354e-26 4.252354e-26 4.252354e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.21
]0;(21%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 22 : 0.22 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.22
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.648288e-23 3.051499e-23 0.000000e+00
energy 2.091426e-26 9.059634e-27 2.091426e-28
displacement 3.483782e-26 3.483782e-26 3.483782e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.22
]0;(22%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 23 : 0.23 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.23
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.051499e-23 3.944620e-23 0.000000e+00
energy 1.934363e-26 1.044232e-26 1.934363e-28
displacement 3.136447e-26 3.136447e-26 3.136447e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.23
]0;(23%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 24 : 0.24 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111747
1
Nonlinear solution status: time= 0.24
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.944620e-23 3.930347e-23 0.000000e+00
energy 2.309732e-26 1.203170e-26 2.309732e-28
displacement 4.388363e-26 4.388363e-26 4.388363e-32
*************************************************************************
* WARNING *
* *
* No force acting on the system. *
*************************************************************************
------- converged at time : 0.24
]0;(24%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 25 : 0.25 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
1
Nonlinear solution status: time= 0.25
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 1
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.930347e-23 1.435052e-06 0.000000e+00
energy 2.371008e-26 5.003903e-18 2.371008e-28
displacement 4.401518e-26 1.100380e-26 1.100380e-32
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
2
Nonlinear solution status: time= 0.25
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.435052e-06 1.219715e-03 0.000000e+00
energy 5.003903e-18 8.181489e-08 5.003903e-20
displacement 4.401518e-26 1.402819e-02 1.402819e-08
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
3
Nonlinear solution status: time= 0.25
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.219715e-03 7.858259e-14 0.000000e+00
energy 8.181489e-08 1.395267e-12 8.181489e-10
displacement 4.401518e-26 9.201928e-08 1.399644e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
4
Nonlinear solution status: time= 0.25
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.219715e-03 1.252195e-21 0.000000e+00
energy 8.181489e-08 4.141927e-18 8.181489e-10
displacement 4.401518e-26 2.521927e-11 1.399526e-08
------- converged at time : 0.25
]0;(25%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 26 : 0.26 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111711
1
Nonlinear solution status: time= 0.26
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 1
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.845649e-06 1.961872e-03 0.000000e+00
energy 1.150604e-04 1.180019e-04 1.150604e-06
displacement 6.745981e-02 1.686495e-02 1.686495e-08
*************************************************************************
* WARNING *
* *
* Problem is diverging. Stiffness matrix will now be reformed *
*************************************************************************
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
2
Nonlinear solution status: time= 0.26
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.961872e-03 3.068046e-02 0.000000e+00
energy 1.180019e-04 3.392662e-06 1.180019e-06
displacement 6.745981e-02 7.776289e-02 1.666876e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
3
Nonlinear solution status: time= 0.26
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.961872e-03 2.898569e-07 0.000000e+00
energy 1.180019e-04 1.180441e-08 1.180019e-06
displacement 6.745981e-02 2.121284e-04 1.783295e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
4
Nonlinear solution status: time= 0.26
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.961872e-03 7.002228e-13 0.000000e+00
energy 1.180019e-04 1.606247e-12 1.180019e-06
displacement 6.745981e-02 3.172253e-08 1.783896e-07
------- converged at time : 0.26
]0;(26%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 27 : 0.27 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
1
Nonlinear solution status: time= 0.27
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.867098e-05 5.466377e-01 0.000000e+00
energy 8.469522e-04 5.003200e-05 8.469522e-06
displacement 3.452243e-01 3.452243e-01 3.452243e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
2
Nonlinear solution status: time= 0.27
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.867098e-05 7.804950e-05 0.000000e+00
energy 8.469522e-04 7.116812e-07 8.469522e-06
displacement 3.452243e-01 2.557190e-03 3.948422e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
3
Nonlinear solution status: time= 0.27
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.867098e-05 2.792525e-08 0.000000e+00
energy 8.469522e-04 4.229399e-10 8.469522e-06
displacement 3.452243e-01 4.856025e-06 3.940472e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
4
Nonlinear solution status: time= 0.27
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.867098e-05 1.818805e-16 0.000000e+00
energy 8.469522e-04 3.071692e-14 8.469522e-06
displacement 3.452243e-01 4.927486e-10 3.940648e-07
------- converged at time : 0.27
]0;(27%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 28 : 0.28 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
1
Nonlinear solution status: time= 0.28
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383030e-04 1.467078e+00 0.000000e+00
energy 1.993239e-03 5.703655e-05 1.993239e-05
displacement 5.911293e-01 5.911293e-01 5.911293e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
2
Nonlinear solution status: time= 0.28
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383030e-04 2.072553e-03 0.000000e+00
energy 1.993239e-03 1.913622e-06 1.993239e-05
displacement 5.911293e-01 6.502225e-03 6.966065e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
3
Nonlinear solution status: time= 0.28
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383030e-04 1.485941e-06 0.000000e+00
energy 1.993239e-03 3.757377e-09 1.993239e-05
displacement 5.911293e-01 3.935368e-05 6.974017e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
4
Nonlinear solution status: time= 0.28
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.383030e-04 6.544861e-14 0.000000e+00
energy 1.993239e-03 2.135366e-13 1.993239e-05
displacement 5.911293e-01 8.181836e-09 6.974455e-07
------- converged at time : 0.28
]0;(28%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 29 : 0.29 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
1
Nonlinear solution status: time= 0.29
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.904873e-04 1.695869e+00 0.000000e+00
energy 2.312755e-03 1.278754e-04 2.312755e-05
displacement 6.425277e-01 6.425277e-01 6.425277e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
2
Nonlinear solution status: time= 0.29
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.904873e-04 9.141875e-04 0.000000e+00
energy 2.312755e-03 6.727520e-06 2.312755e-05
displacement 6.425277e-01 1.105732e-02 7.957417e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
3
Nonlinear solution status: time= 0.29
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.904873e-04 9.632251e-06 0.000000e+00
energy 2.312755e-03 6.699364e-09 2.312755e-05
displacement 6.425277e-01 2.417363e-04 8.196103e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
4
Nonlinear solution status: time= 0.29
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.904873e-04 1.646836e-14 0.000000e+00
energy 2.312755e-03 1.403096e-13 2.312755e-05
displacement 6.425277e-01 5.610472e-09 8.195860e-07
------- converged at time : 0.29
]0;(29%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 30 : 0.3 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
1
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.561803e-04 2.161673e+00 0.000000e+00
energy 2.922451e-03 4.429573e-05 2.922451e-05
displacement 8.010631e-01 8.010631e-01 8.010631e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
2
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.561803e-04 8.906661e-04 0.000000e+00
energy 2.922451e-03 1.977424e-06 2.922451e-05
displacement 8.010631e-01 2.821342e-03 8.580177e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
3
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.561803e-04 1.972405e-06 0.000000e+00
energy 2.922451e-03 5.047281e-09 2.922451e-05
displacement 8.010631e-01 6.586908e-05 8.586060e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
4
Nonlinear solution status: time= 0.3
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 6.561803e-04 1.987122e-13 0.000000e+00
energy 2.922451e-03 5.285680e-12 2.922451e-05
displacement 8.010631e-01 6.553193e-08 8.582681e-07
------- converged at time : 0.3
]0;(30%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 31 : 0.31 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111651
1
Nonlinear solution status: time= 0.31
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.483120e-04 2.740083e+00 0.000000e+00
energy 3.814589e-03 1.449471e-04 3.814589e-05
displacement 9.835680e-01 9.835680e-01 9.835680e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.31
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.483120e-04 1.666650e-03 0.000000e+00
energy 3.814589e-03 2.497861e-06 3.814589e-05
displacement 9.835680e-01 4.954669e-03 1.022651e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
3
Nonlinear solution status: time= 0.31
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.483120e-04 3.240156e-06 0.000000e+00
energy 3.814589e-03 2.726809e-08 3.814589e-05
displacement 9.835680e-01 1.519305e-04 1.015125e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.31
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.483120e-04 3.319556e-11 0.000000e+00
energy 3.814589e-03 1.539540e-10 3.814589e-05
displacement 9.835680e-01 6.464547e-07 1.014931e-06
------- converged at time : 0.31
]0;(31%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 32 : 0.32 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.32
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041310e-03 3.066548e+00 0.000000e+00
energy 4.575189e-03 2.381783e-04 4.575189e-05
displacement 1.071656e+00 1.071656e+00 1.071656e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.32
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041310e-03 5.381967e-03 0.000000e+00
energy 4.575189e-03 4.469822e-06 4.575189e-05
displacement 1.071656e+00 6.754067e-03 1.052758e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
3
Nonlinear solution status: time= 0.32
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041310e-03 1.284978e-05 0.000000e+00
energy 4.575189e-03 8.093684e-08 4.575189e-05
displacement 1.071656e+00 3.503887e-04 1.038048e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.32
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041310e-03 5.982996e-10 0.000000e+00
energy 4.575189e-03 6.499677e-10 4.575189e-05
displacement 1.071656e+00 2.232335e-06 1.037125e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.32
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.041310e-03 2.220509e-14 0.000000e+00
energy 4.575189e-03 2.320391e-12 4.575189e-05
displacement 1.071656e+00 7.612592e-09 1.037059e-06
------- converged at time : 0.32
]0;(32%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 33 : 0.33 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.33
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.220865e-03 3.235293e+00 0.000000e+00
energy 5.227670e-03 1.988683e-04 5.227670e-05
displacement 1.124235e+00 1.124235e+00 1.124235e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.33
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.220865e-03 1.096152e-02 0.000000e+00
energy 5.227670e-03 6.621004e-06 5.227670e-05
displacement 1.124235e+00 1.213928e-02 1.085280e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.33
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.220865e-03 2.255411e-05 0.000000e+00
energy 5.227670e-03 1.245369e-07 5.227670e-05
displacement 1.124235e+00 3.874310e-04 1.078108e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.33
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.220865e-03 1.514161e-09 0.000000e+00
energy 5.227670e-03 1.476168e-09 5.227670e-05
displacement 1.124235e+00 4.149250e-06 1.077075e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.33
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.220865e-03 1.475984e-13 0.000000e+00
energy 5.227670e-03 9.654002e-12 5.227670e-05
displacement 1.124235e+00 2.537389e-08 1.076987e-06
------- converged at time : 0.33
]0;(33%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 34 : 0.34 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.34
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.345381e-03 3.546779e+00 0.000000e+00
energy 5.801682e-03 1.749067e-04 5.801682e-05
displacement 1.189807e+00 1.189807e+00 1.189807e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.34
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.345381e-03 2.167633e-02 0.000000e+00
energy 5.801682e-03 5.143861e-06 5.801682e-05
displacement 1.189807e+00 2.054839e-02 1.130763e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.34
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.345381e-03 2.771557e-05 0.000000e+00
energy 5.801682e-03 9.443570e-08 5.801682e-05
displacement 1.189807e+00 3.227983e-04 1.146925e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.34
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.345381e-03 6.676891e-10 0.000000e+00
energy 5.801682e-03 1.076839e-09 5.801682e-05
displacement 1.189807e+00 2.888017e-06 1.146270e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.34
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.345381e-03 1.302963e-13 0.000000e+00
energy 5.801682e-03 8.383407e-12 5.801682e-05
displacement 1.189807e+00 2.085527e-08 1.146217e-06
------- converged at time : 0.34
]0;(34%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 35 : 0.35 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.35
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.324658e-03 3.725922e+00 0.000000e+00
energy 6.127308e-03 1.372016e-04 6.127308e-05
displacement 1.258036e+00 1.258036e+00 1.258036e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111519
2
Nonlinear solution status: time= 0.35
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.324658e-03 1.567766e-02 0.000000e+00
energy 6.127308e-03 1.019699e-05 6.127308e-05
displacement 1.258036e+00 1.650198e-02 1.257637e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111519
3
Nonlinear solution status: time= 0.35
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.324658e-03 7.017697e-05 0.000000e+00
energy 6.127308e-03 2.794901e-07 6.127308e-05
displacement 1.258036e+00 1.301166e-03 1.222118e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111519
4
Nonlinear solution status: time= 0.35
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.324658e-03 9.164084e-09 0.000000e+00
energy 6.127308e-03 4.287951e-09 6.127308e-05
displacement 1.258036e+00 1.833489e-05 1.218720e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111519
5
Nonlinear solution status: time= 0.35
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.324658e-03 9.884254e-13 0.000000e+00
energy 6.127308e-03 4.148895e-11 6.127308e-05
displacement 1.258036e+00 1.791459e-07 1.218347e-06
------- converged at time : 0.35
]0;(35%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 36 : 0.36 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111519
1
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 4.019505e+00 0.000000e+00
energy 6.781518e-03 4.805603e-04 6.781518e-05
displacement 1.490615e+00 1.490615e+00 1.490615e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111615
2
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 1.304053e-02 0.000000e+00
energy 6.781518e-03 1.028645e-05 6.781518e-05
displacement 1.490615e+00 3.373258e-02 1.249014e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111633
3
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 1.233343e-04 0.000000e+00
energy 6.781518e-03 4.777688e-07 6.781518e-05
displacement 1.490615e+00 2.558540e-03 1.197946e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 7.275866e-08 0.000000e+00
energy 6.781518e-03 2.184508e-08 6.781518e-05
displacement 1.490615e+00 8.480047e-05 1.188067e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 3.226560e-11 0.000000e+00
energy 6.781518e-03 4.681257e-10 6.781518e-05
displacement 1.490615e+00 1.775153e-06 1.186636e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
6
Nonlinear solution status: time= 0.36
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.539909e-03 1.908038e-13 0.000000e+00
energy 6.781518e-03 9.646151e-12 6.781518e-05
displacement 1.490615e+00 3.624062e-08 1.186432e-06
------- converged at time : 0.36
]0;(36%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 37 : 0.37 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 3.891470e+00 0.000000e+00
energy 6.527446e-03 4.363738e-04 6.527446e-05
displacement 1.447090e+00 1.447090e+00 1.447090e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 1.449951e-02 0.000000e+00
energy 6.527446e-03 1.916385e-05 6.527446e-05
displacement 1.447090e+00 4.184595e-02 1.194344e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111633
3
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 4.360270e-04 0.000000e+00
energy 6.527446e-03 1.525798e-06 6.527446e-05
displacement 1.447090e+00 5.348150e-03 1.122775e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111633
4
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 2.916843e-06 0.000000e+00
energy 6.527446e-03 5.788158e-08 6.527446e-05
displacement 1.447090e+00 2.455176e-04 1.121572e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 1.045423e-10 0.000000e+00
energy 6.527446e-03 8.125569e-10 6.527446e-05
displacement 1.447090e+00 3.174142e-06 1.120103e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
6
Nonlinear solution status: time= 0.37
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.465241e-03 3.122543e-13 0.000000e+00
energy 6.527446e-03 1.038179e-11 6.527446e-05
displacement 1.447090e+00 3.970217e-08 1.119939e-06
------- converged at time : 0.37
]0;(37%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 38 : 0.38 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 3.455055e+00 0.000000e+00
energy 6.006697e-03 9.733093e-06 6.006697e-05
displacement 1.276190e+00 1.276190e+00 1.276190e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 4.222414e-02 0.000000e+00
energy 6.006697e-03 4.160329e-05 6.006697e-05
displacement 1.276190e+00 3.626838e-02 1.199309e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 1.139331e-03 0.000000e+00
energy 6.006697e-03 2.287052e-06 6.006697e-05
displacement 1.276190e+00 4.713110e-03 1.176483e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 1.029771e-06 0.000000e+00
energy 6.006697e-03 5.128336e-08 6.006697e-05
displacement 1.276190e+00 1.216565e-04 1.172679e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 1.215604e-10 0.000000e+00
energy 6.006697e-03 6.836129e-10 6.006697e-05
displacement 1.276190e+00 1.516329e-06 1.172344e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.38
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.370567e-03 3.035623e-13 0.000000e+00
energy 6.006697e-03 8.526610e-12 6.006697e-05
displacement 1.276190e+00 1.837794e-08 1.172309e-06
------- converged at time : 0.38
]0;(38%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 39 : 0.39 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.39
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.750567e-03 4.060479e+00 0.000000e+00
energy 7.176703e-03 2.852162e-04 7.176703e-05
displacement 1.368262e+00 1.368262e+00 1.368262e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.39
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.750567e-03 5.289320e-02 0.000000e+00
energy 7.176703e-03 1.350191e-05 7.176703e-05
displacement 1.368262e+00 4.047840e-02 1.226564e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.39
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.750567e-03 1.135773e-04 0.000000e+00
energy 7.176703e-03 4.841955e-07 7.176703e-05
displacement 1.368262e+00 1.685582e-03 1.201939e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.39
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.750567e-03 6.539726e-08 0.000000e+00
energy 7.176703e-03 1.600774e-08 7.176703e-05
displacement 1.368262e+00 4.249411e-05 1.198548e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.39
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.750567e-03 9.489861e-12 0.000000e+00
energy 7.176703e-03 1.800652e-10 7.176703e-05
displacement 1.368262e+00 4.626482e-07 1.198127e-06
------- converged at time : 0.39
]0;(39%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 40 : 0.4 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.891992e-03 4.556390e+00 0.000000e+00
energy 8.798473e-03 3.009396e-04 8.798473e-05
displacement 1.414765e+00 1.414765e+00 1.414765e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.891992e-03 2.770691e-02 0.000000e+00
energy 8.798473e-03 9.935008e-06 8.798473e-05
displacement 1.414765e+00 2.889317e-02 1.329073e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.891992e-03 6.828646e-05 0.000000e+00
energy 8.798473e-03 3.000889e-07 8.798473e-05
displacement 1.414765e+00 1.341143e-03 1.310332e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.891992e-03 2.325091e-08 0.000000e+00
energy 8.798473e-03 8.750290e-09 8.798473e-05
displacement 1.414765e+00 2.676570e-05 1.308083e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.4
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.891992e-03 3.331257e-12 0.000000e+00
energy 8.798473e-03 7.076309e-11 8.798473e-05
displacement 1.414765e+00 1.997716e-07 1.307932e-06
------- converged at time : 0.4
]0;(40%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 41 : 0.41 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.41
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.782175e-03 4.321549e+00 0.000000e+00
energy 8.531116e-03 1.359476e-04 8.531116e-05
displacement 1.422680e+00 1.422680e+00 1.422680e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.41
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.782175e-03 1.770207e-02 0.000000e+00
energy 8.531116e-03 8.716645e-06 8.531116e-05
displacement 1.422680e+00 2.477729e-02 1.347515e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.41
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.782175e-03 4.909150e-05 0.000000e+00
energy 8.531116e-03 2.507593e-07 8.531116e-05
displacement 1.422680e+00 1.348713e-03 1.322855e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.41
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.782175e-03 1.258497e-08 0.000000e+00
energy 8.531116e-03 6.628233e-09 8.531116e-05
displacement 1.422680e+00 2.148819e-05 1.320792e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.41
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.782175e-03 2.623858e-12 0.000000e+00
energy 8.531116e-03 5.338097e-11 8.531116e-05
displacement 1.422680e+00 1.571516e-07 1.320651e-06
------- converged at time : 0.41
]0;(41%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 42 : 0.42 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.42
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.660985e-03 4.155067e+00 0.000000e+00
energy 8.219263e-03 2.661439e-06 8.219263e-05
displacement 1.374814e+00 1.374814e+00 1.374814e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.42
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.660985e-03 2.873740e-02 0.000000e+00
energy 8.219263e-03 2.413412e-05 8.219263e-05
displacement 1.374814e+00 3.664020e-02 1.332186e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.42
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.660985e-03 2.438204e-04 0.000000e+00
energy 8.219263e-03 8.325452e-07 8.219263e-05
displacement 1.374814e+00 4.145430e-03 1.284061e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.42
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.660985e-03 1.022775e-07 0.000000e+00
energy 8.219263e-03 2.175996e-08 8.219263e-05
displacement 1.374814e+00 5.516199e-05 1.285073e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.42
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.660985e-03 3.012546e-11 0.000000e+00
energy 8.219263e-03 2.903288e-10 8.219263e-05
displacement 1.374814e+00 7.450870e-07 1.284961e-06
------- converged at time : 0.42
]0;(42%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 43 : 0.43 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 4.164980e+00 0.000000e+00
energy 8.443234e-03 3.486256e-04 8.443234e-05
displacement 1.356649e+00 1.356649e+00 1.356649e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 3.908309e-02 0.000000e+00
energy 8.443234e-03 3.518752e-05 8.443234e-05
displacement 1.356649e+00 3.461653e-02 1.424910e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 4.106233e-04 0.000000e+00
energy 8.443234e-03 1.940168e-06 8.443234e-05
displacement 1.356649e+00 3.663665e-03 1.398970e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 9.310439e-07 0.000000e+00
energy 8.443234e-03 6.736297e-08 8.443234e-05
displacement 1.356649e+00 1.407214e-04 1.400561e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 2.032112e-10 0.000000e+00
energy 8.443234e-03 1.179614e-09 8.443234e-05
displacement 1.356649e+00 2.322393e-06 1.400060e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.43
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.004766e-03 1.271739e-12 0.000000e+00
energy 8.443234e-03 2.144187e-11 8.443234e-05
displacement 1.356649e+00 4.195431e-08 1.399991e-06
------- converged at time : 0.43
]0;(43%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 44 : 0.44 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 4.325557e+00 0.000000e+00
energy 8.878882e-03 4.580085e-04 8.878882e-05
displacement 1.405815e+00 1.405815e+00 1.405815e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 1.772675e-01 0.000000e+00
energy 8.878882e-03 4.088463e-05 8.878882e-05
displacement 1.405815e+00 6.572343e-02 1.484392e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 6.608137e-04 0.000000e+00
energy 8.878882e-03 2.429889e-06 8.878882e-05
displacement 1.405815e+00 5.119929e-03 1.441114e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 1.772182e-06 0.000000e+00
energy 8.878882e-03 1.237481e-07 8.878882e-05
displacement 1.405815e+00 2.624983e-04 1.435694e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 8.648142e-10 0.000000e+00
energy 8.878882e-03 2.615632e-09 8.878882e-05
displacement 1.405815e+00 4.239430e-06 1.435568e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.44
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.191854e-03 1.558144e-12 0.000000e+00
energy 8.878882e-03 3.154131e-11 8.878882e-05
displacement 1.405815e+00 4.879249e-08 1.435581e-06
------- converged at time : 0.44
]0;(44%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 45 : 0.45 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.45
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.770464e-03 4.905376e+00 0.000000e+00
energy 1.019854e-02 8.436797e-04 1.019854e-04
displacement 1.558842e+00 1.558842e+00 1.558842e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.45
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.770464e-03 1.526908e-02 0.000000e+00
energy 1.019854e-02 2.358540e-05 1.019854e-04
displacement 1.558842e+00 3.853252e-02 1.334670e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.45
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.770464e-03 1.848357e-04 0.000000e+00
energy 1.019854e-02 8.363225e-07 1.019854e-04
displacement 1.558842e+00 4.496372e-03 1.270811e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.45
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.770464e-03 6.301075e-08 0.000000e+00
energy 1.019854e-02 2.647400e-08 1.019854e-04
displacement 1.558842e+00 1.009974e-04 1.259050e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.45
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.770464e-03 5.974440e-12 0.000000e+00
energy 1.019854e-02 2.268656e-10 1.019854e-04
displacement 1.558842e+00 8.505688e-07 1.257973e-06
------- converged at time : 0.45
]0;(45%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 46 : 0.46 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.46
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.611145e-03 4.589400e+00 0.000000e+00
energy 9.778429e-03 8.015344e-04 9.778429e-05
displacement 1.527245e+00 1.527245e+00 1.527245e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.46
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.611145e-03 1.001007e-02 0.000000e+00
energy 9.778429e-03 8.535307e-06 9.778429e-05
displacement 1.527245e+00 2.953199e-02 1.354842e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.46
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.611145e-03 4.415331e-05 0.000000e+00
energy 9.778429e-03 1.691349e-07 9.778429e-05
displacement 1.527245e+00 2.283194e-03 1.318177e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.46
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.611145e-03 1.097259e-08 0.000000e+00
energy 9.778429e-03 8.034416e-09 9.778429e-05
displacement 1.527245e+00 3.664614e-05 1.311825e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.46
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.611145e-03 8.351548e-13 0.000000e+00
energy 9.778429e-03 4.590884e-11 9.778429e-05
displacement 1.527245e+00 2.073309e-07 1.311357e-06
------- converged at time : 0.46
]0;(46%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 47 : 0.47 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 4.507300e+00 0.000000e+00
energy 1.009519e-02 1.261695e-04 1.009519e-04
displacement 1.635439e+00 1.635439e+00 1.635439e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 3.113898e-02 0.000000e+00
energy 1.009519e-02 3.107486e-05 1.009519e-04
displacement 1.635439e+00 5.350594e-02 1.515098e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 6.134980e-04 0.000000e+00
energy 1.009519e-02 2.177077e-06 1.009519e-04
displacement 1.635439e+00 8.152659e-03 1.453588e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 2.112270e-06 0.000000e+00
energy 1.009519e-02 1.700550e-07 1.009519e-04
displacement 1.635439e+00 4.386833e-04 1.450220e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 2.508742e-09 0.000000e+00
energy 1.009519e-02 5.855853e-09 1.009519e-04
displacement 1.635439e+00 1.359653e-05 1.450338e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.47
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.742343e-03 7.699869e-12 0.000000e+00
energy 1.009519e-02 1.824709e-10 1.009519e-04
displacement 1.635439e+00 4.253366e-07 1.450346e-06
------- converged at time : 0.47
]0;(47%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 48 : 0.48 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 4.404460e+00 0.000000e+00
energy 1.082834e-02 6.532288e-04 1.082834e-04
displacement 1.586360e+00 1.586360e+00 1.586360e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 2.128209e-01 0.000000e+00
energy 1.082834e-02 8.851903e-05 1.082834e-04
displacement 1.586360e+00 1.259317e-01 1.582830e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 4.185437e-03 0.000000e+00
energy 1.082834e-02 8.238023e-06 1.082834e-04
displacement 1.586360e+00 1.761938e-02 1.540186e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 3.406330e-05 0.000000e+00
energy 1.082834e-02 7.313624e-07 1.082834e-04
displacement 1.586360e+00 1.474673e-03 1.548255e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 6.882823e-08 0.000000e+00
energy 1.082834e-02 3.456163e-08 1.082834e-04
displacement 1.586360e+00 5.764726e-05 1.552424e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 1.583327e-10 0.000000e+00
energy 1.082834e-02 1.153205e-09 1.082834e-04
displacement 1.586360e+00 1.841990e-06 1.553314e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.48
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.697202e-03 1.760749e-12 0.000000e+00
energy 1.082834e-02 3.518849e-11 1.082834e-04
displacement 1.586360e+00 5.594365e-08 1.553470e-06
------- converged at time : 0.48
]0;(48%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 49 : 0.49 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 4.172294e+00 0.000000e+00
energy 1.109614e-02 5.338206e-04 1.109614e-04
displacement 1.572323e+00 1.572323e+00 1.572323e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 5.784177e-02 0.000000e+00
energy 1.109614e-02 5.970423e-05 1.109614e-04
displacement 1.572323e+00 7.045419e-02 1.517768e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 1.846742e-03 0.000000e+00
energy 1.109614e-02 5.068024e-06 1.109614e-04
displacement 1.572323e+00 1.563400e-02 1.424561e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 1.233999e-05 0.000000e+00
energy 1.109614e-02 5.035341e-07 1.109614e-04
displacement 1.572323e+00 1.262789e-03 1.413967e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 3.461939e-08 0.000000e+00
energy 1.109614e-02 2.539327e-08 1.109614e-04
displacement 1.572323e+00 6.012707e-05 1.412850e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 1.118342e-10 0.000000e+00
energy 1.109614e-02 9.608870e-10 1.109614e-04
displacement 1.572323e+00 2.158225e-06 1.412551e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.49
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.875158e-03 1.936123e-12 0.000000e+00
energy 1.109614e-02 3.114497e-11 1.109614e-04
displacement 1.572323e+00 6.997530e-08 1.412495e-06
------- converged at time : 0.49
]0;(49%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 50 : 0.5 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 3.960168e+00 0.000000e+00
energy 1.030795e-02 3.579440e-04 1.030795e-04
displacement 1.457126e+00 1.457126e+00 1.457126e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 1.335699e-01 0.000000e+00
energy 1.030795e-02 8.779368e-05 1.030795e-04
displacement 1.457126e+00 1.453567e-01 1.260837e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 5.216602e-03 0.000000e+00
energy 1.030795e-02 8.702404e-06 1.030795e-04
displacement 1.457126e+00 2.784732e-02 1.187210e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 4.541963e-05 0.000000e+00
energy 1.030795e-02 8.869413e-07 1.030795e-04
displacement 1.457126e+00 2.739454e-03 1.181251e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 1.096981e-07 0.000000e+00
energy 1.030795e-02 4.538226e-08 1.030795e-04
displacement 1.457126e+00 1.272216e-04 1.181380e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 3.563060e-10 0.000000e+00
energy 1.030795e-02 2.098678e-09 1.030795e-04
displacement 1.457126e+00 5.645822e-06 1.181067e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.5
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.551967e-03 4.035350e-12 0.000000e+00
energy 1.030795e-02 7.645725e-11 1.030795e-04
displacement 1.457126e+00 1.959565e-07 1.181071e-06
------- converged at time : 0.5
]0;(50%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 51 : 0.51 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 3.926965e+00 0.000000e+00
energy 1.006121e-02 6.128742e-04 1.006121e-04
displacement 1.322533e+00 1.322533e+00 1.322533e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 1.452715e-01 0.000000e+00
energy 1.006121e-02 8.735952e-05 1.006121e-04
displacement 1.322533e+00 1.756170e-01 1.063512e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 4.991016e-03 0.000000e+00
energy 1.006121e-02 8.382065e-06 1.006121e-04
displacement 1.322533e+00 3.399120e-02 1.018760e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 4.965827e-05 0.000000e+00
energy 1.006121e-02 8.321490e-07 1.006121e-04
displacement 1.322533e+00 3.183719e-03 1.027791e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 1.238200e-07 0.000000e+00
energy 1.006121e-02 4.497397e-08 1.006121e-04
displacement 1.322533e+00 1.601903e-04 1.031258e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 2.580771e-10 0.000000e+00
energy 1.006121e-02 1.888150e-09 1.006121e-04
displacement 1.322533e+00 6.154235e-06 1.032106e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.51
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.425095e-03 3.929620e-12 0.000000e+00
energy 1.006121e-02 7.364987e-11 1.006121e-04
displacement 1.322533e+00 2.424957e-07 1.032266e-06
------- converged at time : 0.51
]0;(51%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 52 : 0.52 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 3.701540e+00 0.000000e+00
energy 9.458733e-03 1.432645e-04 9.458733e-05
displacement 1.242038e+00 1.242038e+00 1.242038e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 1.030533e-01 0.000000e+00
energy 9.458733e-03 5.344546e-05 9.458733e-05
displacement 1.242038e+00 1.384149e-01 1.092465e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 2.768735e-03 0.000000e+00
energy 9.458733e-03 3.995289e-06 9.458733e-05
displacement 1.242038e+00 2.270430e-02 1.055213e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 1.234546e-05 0.000000e+00
energy 9.458733e-03 3.120461e-07 9.458733e-05
displacement 1.242038e+00 1.473510e-03 1.060879e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 1.502292e-08 0.000000e+00
energy 9.458733e-03 1.153683e-08 9.458733e-05
displacement 1.242038e+00 4.803925e-05 1.062843e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 2.344043e-11 0.000000e+00
energy 9.458733e-03 3.195259e-10 9.458733e-05
displacement 1.242038e+00 1.256691e-06 1.063227e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.52
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.129221e-03 3.366678e-13 0.000000e+00
energy 9.458733e-03 8.043560e-12 9.458733e-05
displacement 1.242038e+00 3.154277e-08 1.063288e-06
------- converged at time : 0.52
]0;(52%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 53 : 0.53 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 3.578682e+00 0.000000e+00
energy 8.585579e-03 1.934961e-05 8.585579e-05
displacement 1.097977e+00 1.097977e+00 1.097977e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 6.815698e-02 0.000000e+00
energy 8.585579e-03 5.338985e-05 8.585579e-05
displacement 1.097977e+00 1.095648e-01 9.848041e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 2.885891e-03 0.000000e+00
energy 8.585579e-03 3.889094e-06 8.585579e-05
displacement 1.097977e+00 2.452991e-02 9.432983e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 1.085410e-05 0.000000e+00
energy 8.585579e-03 2.662755e-07 8.585579e-05
displacement 1.097977e+00 1.441075e-03 9.471805e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 7.215768e-09 0.000000e+00
energy 8.585579e-03 8.378770e-09 8.585579e-05
displacement 1.097977e+00 3.815981e-05 9.475028e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.53
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.784773e-03 1.404349e-11 0.000000e+00
energy 8.585579e-03 2.118643e-10 8.585579e-05
displacement 1.097977e+00 8.930420e-07 9.476638e-07
------- converged at time : 0.53
]0;(53%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 54 : 0.54 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 3.428930e+00 0.000000e+00
energy 7.919813e-03 5.127262e-04 7.919813e-05
displacement 1.003476e+00 1.003476e+00 1.003476e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 8.731603e-02 0.000000e+00
energy 7.919813e-03 1.021577e-04 7.919813e-05
displacement 1.003476e+00 1.404784e-01 9.635072e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 1.428292e-02 0.000000e+00
energy 7.919813e-03 1.279532e-05 7.919813e-05
displacement 1.003476e+00 3.979722e-02 1.006722e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 6.732995e-05 0.000000e+00
energy 7.919813e-03 1.118462e-06 7.919813e-05
displacement 1.003476e+00 3.387413e-03 1.037672e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 2.654731e-07 0.000000e+00
energy 7.919813e-03 6.734548e-08 7.919813e-05
displacement 1.003476e+00 1.959866e-04 1.046723e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 9.358179e-10 0.000000e+00
energy 7.919813e-03 3.260757e-09 7.919813e-05
displacement 1.003476e+00 8.547906e-06 1.048890e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.54
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.509435e-03 1.259423e-11 0.000000e+00
energy 7.919813e-03 1.363170e-10 7.919813e-05
displacement 1.003476e+00 3.539481e-07 1.049335e-06
------- converged at time : 0.54
]0;(54%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 55 : 0.55 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 5.482775e+00 0.000000e+00
energy 9.342390e-03 5.048647e-04 9.342390e-05
displacement 9.321758e-01 9.321758e-01 9.321758e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 1.724925e-01 0.000000e+00
energy 9.342390e-03 9.070794e-05 9.342390e-05
displacement 9.321758e-01 1.975343e-01 1.030115e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 1.026418e-02 0.000000e+00
energy 9.342390e-03 1.027232e-05 9.342390e-05
displacement 9.321758e-01 4.101066e-02 1.092917e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 8.793296e-05 0.000000e+00
energy 9.342390e-03 1.547172e-06 9.342390e-05
displacement 9.321758e-01 4.551755e-03 1.139461e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 3.520683e-07 0.000000e+00
energy 9.342390e-03 1.046497e-07 9.342390e-05
displacement 9.321758e-01 2.745421e-04 1.152462e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 1.231682e-09 0.000000e+00
energy 9.342390e-03 5.117273e-09 9.342390e-05
displacement 9.321758e-01 1.243094e-05 1.155386e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.55
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.170116e-03 2.016342e-11 0.000000e+00
energy 9.342390e-03 2.160708e-10 9.342390e-05
displacement 9.321758e-01 5.198121e-07 1.155988e-06
------- converged at time : 0.55
]0;(55%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 56 : 0.56 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 6.035168e+00 0.000000e+00
energy 9.800629e-03 2.221738e-04 9.800629e-05
displacement 8.588056e-01 8.588056e-01 8.588056e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 4.648028e-01 0.000000e+00
energy 9.800629e-03 1.439208e-04 9.800629e-05
displacement 8.588056e-01 2.789914e-01 1.041220e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
3
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 1.375223e-02 0.000000e+00
energy 9.800629e-03 1.762714e-05 9.800629e-05
displacement 8.588056e-01 4.366501e-02 1.193475e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 2.528787e-04 0.000000e+00
energy 9.800629e-03 2.804416e-06 9.800629e-05
displacement 8.588056e-01 6.682975e-03 1.295402e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 1.250277e-06 0.000000e+00
energy 9.800629e-03 2.203619e-07 9.800629e-05
displacement 8.588056e-01 4.253459e-04 1.325728e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
6
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 4.898540e-09 0.000000e+00
energy 9.800629e-03 1.132206e-08 9.800629e-05
displacement 8.588056e-01 2.023142e-05 1.332766e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
7
Nonlinear solution status: time= 0.56
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.276826e-03 6.301923e-11 0.000000e+00
energy 9.800629e-03 4.980277e-10 9.800629e-05
displacement 8.588056e-01 8.800999e-07 1.334247e-06
------- converged at time : 0.56
]0;(56%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 57 : 0.57 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 5.961106e+00 0.000000e+00
energy 9.960423e-03 1.000644e-03 9.960423e-05
displacement 8.079616e-01 8.079616e-01 8.079616e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
2
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 2.684439e-01 0.000000e+00
energy 9.960423e-03 1.454604e-04 9.960423e-05
displacement 8.079616e-01 1.960424e-01 1.133698e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
3
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 1.371030e-02 0.000000e+00
energy 9.960423e-03 1.452346e-05 9.960423e-05
displacement 8.079616e-01 4.291419e-02 1.268032e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
4
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 1.236193e-04 0.000000e+00
energy 9.960423e-03 1.667605e-06 9.960423e-05
displacement 8.079616e-01 4.415213e-03 1.352207e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
5
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 3.489306e-07 0.000000e+00
energy 9.960423e-03 8.992806e-08 9.960423e-05
displacement 8.079616e-01 1.916809e-04 1.371884e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
6
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 8.697086e-10 0.000000e+00
energy 9.960423e-03 3.243787e-09 9.960423e-05
displacement 8.079616e-01 6.158643e-06 1.375770e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
7
Nonlinear solution status: time= 0.57
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.789782e-03 1.050229e-11 0.000000e+00
energy 9.960423e-03 9.774806e-11 9.960423e-05
displacement 8.079616e-01 1.829181e-07 1.376445e-06
------- converged at time : 0.57
]0;(57%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 58 : 0.58 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111579
1
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 5.040299e+00 0.000000e+00
energy 8.813523e-03 7.970143e-04 8.813523e-05
displacement 7.214377e-01 7.214377e-01 7.214377e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 9.321622e-02 0.000000e+00
energy 8.813523e-03 7.228914e-05 8.813523e-05
displacement 7.214377e-01 1.100838e-01 9.457098e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
3
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 2.929513e-03 0.000000e+00
energy 8.813523e-03 3.970782e-06 8.813523e-05
displacement 7.214377e-01 1.958629e-02 9.967599e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 6.366286e-06 0.000000e+00
energy 8.813523e-03 3.099558e-07 8.813523e-05
displacement 7.214377e-01 9.884959e-04 1.025121e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 7.521653e-09 0.000000e+00
energy 8.813523e-03 9.861863e-09 8.813523e-05
displacement 7.214377e-01 2.611370e-05 1.030568e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
6
Nonlinear solution status: time= 0.58
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.295395e-03 2.408790e-11 0.000000e+00
energy 8.813523e-03 2.185883e-10 8.813523e-05
displacement 7.214377e-01 5.457075e-07 1.031396e-06
------- converged at time : 0.58
]0;(58%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 59 : 0.59 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 3.780773e+00 0.000000e+00
energy 7.969445e-03 5.485461e-04 7.969445e-05
displacement 7.023012e-01 7.023012e-01 7.023012e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 4.988651e-02 0.000000e+00
energy 7.969445e-03 3.957951e-05 7.969445e-05
displacement 7.023012e-01 8.035485e-02 8.447126e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
3
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 3.872684e-04 0.000000e+00
energy 7.969445e-03 1.558794e-06 7.969445e-05
displacement 7.023012e-01 7.940130e-03 8.573582e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
4
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 3.561060e-07 0.000000e+00
energy 7.969445e-03 7.394162e-08 7.969445e-05
displacement 7.023012e-01 2.312940e-04 8.653549e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
5
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 1.286609e-10 0.000000e+00
energy 7.969445e-03 1.172814e-09 7.969445e-05
displacement 7.023012e-01 3.421090e-06 8.664888e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
6
Nonlinear solution status: time= 0.59
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.901260e-03 4.691219e-13 0.000000e+00
energy 7.969445e-03 1.365258e-11 7.969445e-05
displacement 7.023012e-01 4.019225e-08 8.666154e-07
------- converged at time : 0.59
]0;(59%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 60 : 0.6 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
1
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 3.704487e+00 0.000000e+00
energy 9.433619e-03 4.621927e-05 9.433619e-05
displacement 9.716898e-01 9.716898e-01 9.716898e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111639
2
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 1.450766e-01 0.000000e+00
energy 9.433619e-03 5.959376e-05 9.433619e-05
displacement 9.716898e-01 1.216480e-01 1.006110e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111669
3
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 7.782155e-04 0.000000e+00
energy 9.433619e-03 3.030179e-06 9.433619e-05
displacement 9.716898e-01 1.316471e-02 1.000876e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
4
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 2.111279e-06 0.000000e+00
energy 9.433619e-03 1.937143e-07 9.433619e-05
displacement 9.716898e-01 7.357194e-04 1.007198e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
5
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 2.073126e-09 0.000000e+00
energy 9.433619e-03 6.627870e-09 9.433619e-05
displacement 9.716898e-01 2.266609e-05 1.008620e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
6
Nonlinear solution status: time= 0.6
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.354552e-03 1.282638e-11 0.000000e+00
energy 9.433619e-03 1.736657e-10 9.433619e-05
displacement 9.716898e-01 5.765498e-07 1.008866e-06
------- converged at time : 0.6
]0;(60%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 61 : 0.61 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
1
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 3.375980e+00 0.000000e+00
energy 9.731451e-03 3.129304e-04 9.731451e-05
displacement 1.043817e+00 1.043817e+00 1.043817e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111723
2
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 7.406523e-02 0.000000e+00
energy 9.731451e-03 7.060947e-05 9.731451e-05
displacement 1.043817e+00 1.233893e-01 1.035116e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 1.068114e-03 0.000000e+00
energy 9.731451e-03 3.702972e-06 9.731451e-05
displacement 1.043817e+00 1.322450e-02 1.042240e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 2.230210e-06 0.000000e+00
energy 9.731451e-03 2.083482e-07 9.731451e-05
displacement 1.043817e+00 6.886596e-04 1.051393e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 2.093842e-09 0.000000e+00
energy 9.731451e-03 6.026303e-09 9.731451e-05
displacement 1.043817e+00 1.764002e-05 1.053461e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.61
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.728513e-03 9.640429e-12 0.000000e+00
energy 9.731451e-03 1.297276e-10 9.731451e-05
displacement 1.043817e+00 3.677125e-07 1.053787e-06
------- converged at time : 0.61
]0;(61%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 62 : 0.62 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 3.167219e+00 0.000000e+00
energy 9.837744e-03 6.272891e-04 9.837744e-05
displacement 1.120419e+00 1.120419e+00 1.120419e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111699
2
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 4.153341e-02 0.000000e+00
energy 9.837744e-03 5.572464e-05 9.837744e-05
displacement 1.120419e+00 9.794506e-02 1.148354e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
3
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 7.898189e-04 0.000000e+00
energy 9.837744e-03 2.592059e-06 9.837744e-05
displacement 1.120419e+00 1.201141e-02 1.125059e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
4
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 9.917162e-07 0.000000e+00
energy 9.837744e-03 1.364422e-07 9.837744e-05
displacement 1.120419e+00 4.253389e-04 1.131661e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
5
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 6.788677e-10 0.000000e+00
energy 9.837744e-03 2.913503e-09 9.837744e-05
displacement 1.120419e+00 7.969443e-06 1.133122e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
6
Nonlinear solution status: time= 0.62
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.761805e-03 2.809978e-12 0.000000e+00
energy 9.837744e-03 4.530029e-11 9.837744e-05
displacement 1.120419e+00 1.196756e-07 1.133321e-06
------- converged at time : 0.62
]0;(62%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 63 : 0.63 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111687
1
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 2.887565e+00 0.000000e+00
energy 9.265940e-03 1.162855e-03 9.265940e-05
displacement 1.103076e+00 1.103076e+00 1.103076e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 1.133113e-01 0.000000e+00
energy 9.265940e-03 1.123262e-04 9.265940e-05
displacement 1.103076e+00 1.398367e-01 1.206334e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 4.113012e-03 0.000000e+00
energy 9.265940e-03 1.132656e-05 9.265940e-05
displacement 1.103076e+00 2.164453e-02 1.221297e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 4.999396e-05 0.000000e+00
energy 9.265940e-03 1.408199e-06 9.265940e-05
displacement 1.103076e+00 2.379609e-03 1.249329e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 3.124399e-07 0.000000e+00
energy 9.265940e-03 1.105151e-07 9.265940e-05
displacement 1.103076e+00 1.672995e-04 1.259550e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 2.027559e-09 0.000000e+00
energy 9.265940e-03 6.869139e-09 9.265940e-05
displacement 1.103076e+00 1.003899e-05 1.262278e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.63
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.404870e-03 3.803987e-11 0.000000e+00
energy 9.265940e-03 3.997629e-10 9.265940e-05
displacement 1.103076e+00 5.805209e-07 1.262942e-06
------- converged at time : 0.63
]0;(63%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 64 : 0.64 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 2.342713e+00 0.000000e+00
energy 9.981376e-03 9.010205e-04 9.981376e-05
displacement 1.168130e+00 1.168130e+00 1.168130e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 1.656641e-01 0.000000e+00
energy 9.981376e-03 1.003641e-04 9.981376e-05
displacement 1.168130e+00 1.878761e-01 1.131253e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 2.900248e-03 0.000000e+00
energy 9.981376e-03 8.631640e-06 9.981376e-05
displacement 1.168130e+00 2.406488e-02 1.117595e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 3.266891e-05 0.000000e+00
energy 9.981376e-03 9.214595e-07 9.981376e-05
displacement 1.168130e+00 2.529126e-03 1.133760e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 1.291731e-07 0.000000e+00
energy 9.981376e-03 6.367142e-08 9.981376e-05
displacement 1.168130e+00 1.565613e-04 1.140343e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 5.280881e-10 0.000000e+00
energy 9.981376e-03 3.341446e-09 9.981376e-05
displacement 1.168130e+00 7.972410e-06 1.142000e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.64
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.477932e-03 9.649805e-12 0.000000e+00
energy 9.981376e-03 1.644996e-10 9.981376e-05
displacement 1.168130e+00 3.908463e-07 1.142373e-06
------- converged at time : 0.64
]0;(64%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 65 : 0.65 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 2.244775e+00 0.000000e+00
energy 9.658923e-03 6.877760e-04 9.658923e-05
displacement 1.108331e+00 1.108331e+00 1.108331e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 4.004909e-01 0.000000e+00
energy 9.658923e-03 1.660463e-04 9.658923e-05
displacement 1.108331e+00 3.473007e-01 1.067936e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 1.245133e-02 0.000000e+00
energy 9.658923e-03 2.289024e-05 9.658923e-05
displacement 1.108331e+00 6.086162e-02 1.156416e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 4.925433e-04 0.000000e+00
energy 9.658923e-03 3.829454e-06 9.658923e-05
displacement 1.108331e+00 1.259253e-02 1.244727e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 6.670812e-06 0.000000e+00
energy 9.658923e-03 5.202340e-07 9.658923e-05
displacement 1.108331e+00 1.530385e-03 1.285590e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 7.624706e-08 0.000000e+00
energy 9.658923e-03 5.587679e-08 9.658923e-05
displacement 1.108331e+00 1.583458e-04 1.299910e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 1.138129e-09 0.000000e+00
energy 9.658923e-03 5.584388e-09 9.658923e-05
displacement 1.108331e+00 1.567585e-05 1.304519e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 4.612968e-11 0.000000e+00
energy 9.658923e-03 5.497281e-10 9.658923e-05
displacement 1.108331e+00 1.541473e-06 1.305973e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
9
Nonlinear solution status: time= 0.65
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.264125e-03 3.790670e-12 0.000000e+00
energy 9.658923e-03 5.402819e-11 9.658923e-05
displacement 1.108331e+00 1.514813e-07 1.306429e-06
------- converged at time : 0.65
]0;(65%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 66 : 0.66 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 2.055109e+00 0.000000e+00
energy 8.879804e-03 8.458888e-04 8.879804e-05
displacement 1.003658e+00 1.003658e+00 1.003658e-06
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 3.997875e-01 0.000000e+00
energy 8.879804e-03 1.610620e-04 8.879804e-05
displacement 1.003658e+00 4.107325e-01 1.006541e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 1.349711e-02 0.000000e+00
energy 8.879804e-03 2.194461e-05 8.879804e-05
displacement 1.003658e+00 6.059614e-02 1.145502e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 4.640568e-04 0.000000e+00
energy 8.879804e-03 3.277918e-06 8.879804e-05
displacement 1.003658e+00 1.217301e-02 1.251541e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 4.982847e-06 0.000000e+00
energy 8.879804e-03 4.119688e-07 8.879804e-05
displacement 1.003658e+00 1.286082e-03 1.296124e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 4.348389e-08 0.000000e+00
energy 8.879804e-03 3.789465e-08 8.879804e-05
displacement 1.003658e+00 1.127036e-04 1.310309e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 5.777627e-10 0.000000e+00
energy 8.879804e-03 3.203539e-09 8.879804e-05
displacement 1.003658e+00 9.415260e-06 1.314482e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.66
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765279e-03 2.222061e-11 0.000000e+00
energy 8.879804e-03 2.662743e-10 8.879804e-05
displacement 1.003658e+00 7.816148e-07 1.315688e-06
------- converged at time : 0.66
]0;(66%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 67 : 0.67 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 1.883843e+00 0.000000e+00
energy 8.034594e-03 8.771141e-04 8.034594e-05
displacement 9.628051e-01 9.628051e-01 9.628051e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 2.686492e-01 0.000000e+00
energy 8.034594e-03 1.276245e-04 8.034594e-05
displacement 9.628051e-01 3.622147e-01 9.005925e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 8.803950e-03 0.000000e+00
energy 8.034594e-03 1.496156e-05 8.034594e-05
displacement 9.628051e-01 4.348887e-02 9.886649e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 1.752062e-04 0.000000e+00
energy 8.034594e-03 1.927954e-06 8.034594e-05
displacement 9.628051e-01 7.255704e-03 1.054153e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 1.206382e-06 0.000000e+00
energy 8.034594e-03 1.944876e-07 8.034594e-05
displacement 9.628051e-01 6.019089e-04 1.078592e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 7.034906e-09 0.000000e+00
energy 8.034594e-03 1.383966e-08 8.034594e-05
displacement 9.628051e-01 4.064118e-05 1.085499e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 9.479295e-11 0.000000e+00
energy 8.034594e-03 9.036710e-10 8.034594e-05
displacement 9.628051e-01 2.627976e-06 1.087278e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.67
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.266424e-03 3.975961e-12 0.000000e+00
energy 8.034594e-03 5.813853e-11 8.034594e-05
displacement 9.628051e-01 1.690858e-07 1.087730e-06
------- converged at time : 0.67
]0;(67%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 68 : 0.68 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 1.784257e+00 0.000000e+00
energy 7.322128e-03 4.383557e-04 7.322128e-05
displacement 8.845120e-01 8.845120e-01 8.845120e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 1.922257e-01 0.000000e+00
energy 7.322128e-03 8.095382e-05 7.322128e-05
displacement 8.845120e-01 3.186441e-01 7.772488e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 3.255133e-03 0.000000e+00
energy 7.322128e-03 6.101657e-06 7.322128e-05
displacement 8.845120e-01 2.742521e-02 8.044902e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 2.219477e-05 0.000000e+00
energy 7.322128e-03 5.757981e-07 7.322128e-05
displacement 8.845120e-01 3.092411e-03 8.300673e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 4.985746e-08 0.000000e+00
energy 7.322128e-03 3.647255e-08 7.322128e-05
displacement 8.845120e-01 1.562234e-04 8.378694e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 1.500504e-10 0.000000e+00
energy 7.322128e-03 1.557539e-09 7.322128e-05
displacement 8.845120e-01 6.371688e-06 8.395544e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.68
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.862841e-03 3.057739e-12 0.000000e+00
energy 7.322128e-03 6.168116e-11 7.322128e-05
displacement 8.845120e-01 2.509646e-07 8.398922e-07
------- converged at time : 0.68
]0;(68%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 69 : 0.69 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 1.726455e+00 0.000000e+00
energy 6.599014e-03 3.077354e-04 6.599014e-05
displacement 7.861401e-01 7.861401e-01 7.861401e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 9.960572e-02 0.000000e+00
energy 6.599014e-03 8.414821e-05 6.599014e-05
displacement 7.861401e-01 2.740185e-01 5.991100e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 2.943837e-03 0.000000e+00
energy 6.599014e-03 6.979698e-06 6.599014e-05
displacement 7.861401e-01 3.760476e-02 6.307493e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 2.494204e-05 0.000000e+00
energy 6.599014e-03 6.837970e-07 6.599014e-05
displacement 7.861401e-01 3.720639e-03 6.610728e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 7.774332e-08 0.000000e+00
energy 6.599014e-03 4.714060e-08 6.599014e-05
displacement 7.861401e-01 2.263269e-04 6.702858e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 2.983658e-10 0.000000e+00
energy 6.599014e-03 2.548100e-09 6.599014e-05
displacement 7.861401e-01 1.168380e-05 6.725044e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.69
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.471824e-03 7.715725e-12 0.000000e+00
energy 6.599014e-03 1.289128e-10 6.599014e-05
displacement 7.861401e-01 5.876077e-07 6.730073e-07
------- converged at time : 0.69
]0;(69%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 70 : 0.7 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.689089e+00 0.000000e+00
energy 5.917278e-03 1.861979e-05 5.917278e-05
displacement 6.802374e-01 6.802374e-01 6.802374e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 2.545652e-01 0.000000e+00
energy 5.917278e-03 1.418430e-04 5.917278e-05
displacement 6.802374e-01 4.090845e-01 6.549313e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.390940e-02 0.000000e+00
energy 5.917278e-03 2.341355e-05 5.917278e-05
displacement 6.802374e-01 7.248461e-02 8.645742e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 6.206351e-04 0.000000e+00
energy 5.917278e-03 4.230159e-06 5.917278e-05
displacement 6.802374e-01 1.546028e-02 1.015447e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.062061e-05 0.000000e+00
energy 5.917278e-03 6.367724e-07 5.917278e-05
displacement 6.802374e-01 2.051883e-03 1.081183e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.429294e-07 0.000000e+00
energy 5.917278e-03 7.491845e-08 5.917278e-05
displacement 6.802374e-01 2.297284e-04 1.104568e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 2.528068e-09 0.000000e+00
energy 5.917278e-03 8.085243e-09 5.917278e-05
displacement 6.802374e-01 2.447907e-05 1.112337e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.147282e-10 0.000000e+00
energy 5.917278e-03 8.561166e-10 5.917278e-05
displacement 6.802374e-01 2.587828e-06 1.114876e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
9
Nonlinear solution status: time= 0.7
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.135921e-03 1.007772e-11 0.000000e+00
energy 5.917278e-03 9.045907e-11 5.917278e-05
displacement 6.802374e-01 2.733895e-07 1.115702e-06
------- converged at time : 0.7
]0;(70%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 71 : 0.71 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 2.105564e+00 0.000000e+00
energy 6.608206e-03 1.595879e-03 6.608206e-05
displacement 6.161175e-01 6.161175e-01 6.161175e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 1.343247e+00 0.000000e+00
energy 6.608206e-03 4.034674e-04 6.608206e-05
displacement 6.161175e-01 7.723802e-01 1.139096e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 5.965428e-02 0.000000e+00
energy 6.608206e-03 8.573059e-05 6.608206e-05
displacement 6.161175e-01 1.183586e-01 1.711757e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 9.129964e-03 0.000000e+00
energy 6.608206e-03 2.078277e-05 6.608206e-05
displacement 6.161175e-01 5.220206e-02 2.190679e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 3.357420e-04 0.000000e+00
energy 6.608206e-03 5.409822e-06 6.608206e-05
displacement 6.161175e-01 1.009206e-02 2.451300e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 9.388039e-06 0.000000e+00
energy 6.608206e-03 9.190531e-07 6.608206e-05
displacement 6.161175e-01 1.628726e-03 2.563645e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 2.450955e-07 0.000000e+00
energy 6.608206e-03 1.373807e-07 6.608206e-05
displacement 6.161175e-01 2.340299e-04 2.607492e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 9.844561e-09 0.000000e+00
energy 6.608206e-03 1.934735e-08 6.608206e-05
displacement 6.161175e-01 3.268696e-05 2.624028e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
9
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 7.741285e-10 0.000000e+00
energy 6.608206e-03 2.681316e-09 6.608206e-05
displacement 6.161175e-01 4.550164e-06 2.630216e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
10
Nonlinear solution status: time= 0.71
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.496016e-03 8.428472e-11 0.000000e+00
energy 6.608206e-03 3.642697e-10 6.608206e-05
displacement 6.161175e-01 6.009414e-07 2.632469e-06
------- converged at time : 0.71
]0;(71%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 72 : 0.72 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 2.218538e+00 0.000000e+00
energy 7.076032e-03 1.747587e-03 7.076032e-05
displacement 5.424579e-01 5.424579e-01 5.424579e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 1.350838e+00 0.000000e+00
energy 7.076032e-03 3.752806e-04 7.076032e-05
displacement 5.424579e-01 8.193536e-01 1.235131e-06
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 4.785328e-02 0.000000e+00
energy 7.076032e-03 6.597387e-05 7.076032e-05
displacement 5.424579e-01 1.048878e-01 1.808391e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 5.862924e-03 0.000000e+00
energy 7.076032e-03 1.339421e-05 7.076032e-05
displacement 5.424579e-01 4.435011e-02 2.261704e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 1.482031e-04 0.000000e+00
energy 7.076032e-03 3.066212e-06 7.076032e-05
displacement 5.424579e-01 7.375198e-03 2.485204e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 2.982243e-06 0.000000e+00
energy 7.076032e-03 4.410970e-07 7.076032e-05
displacement 5.424579e-01 1.028229e-03 2.573302e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 6.075323e-08 0.000000e+00
energy 7.076032e-03 5.691609e-08 7.076032e-05
displacement 5.424579e-01 1.278760e-04 2.605123e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 2.279196e-09 0.000000e+00
energy 7.076032e-03 6.940071e-09 7.076032e-05
displacement 5.424579e-01 1.549797e-05 2.616275e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
9
Nonlinear solution status: time= 0.72
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.653633e-03 1.835679e-10 0.000000e+00
energy 7.076032e-03 8.392575e-10 7.076032e-05
displacement 5.424579e-01 1.872731e-06 2.620160e-06
------- converged at time : 0.72
]0;(72%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 73 : 0.73 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.827313e+00 0.000000e+00
energy 6.148278e-03 5.683572e-04 6.148278e-05
displacement 4.778222e-01 4.778222e-01 4.778222e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 7.009046e-01 0.000000e+00
energy 6.148278e-03 2.305031e-04 6.148278e-05
displacement 4.778222e-01 6.881012e-01 9.190275e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.733640e-02 0.000000e+00
energy 6.148278e-03 3.832778e-05 6.148278e-05
displacement 4.778222e-01 9.054217e-02 1.363740e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.582673e-03 0.000000e+00
energy 6.148278e-03 6.944514e-06 6.148278e-05
displacement 4.778222e-01 2.811050e-02 1.687750e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 2.559790e-05 0.000000e+00
energy 6.148278e-03 8.844536e-07 6.148278e-05
displacement 4.778222e-01 6.282564e-03 1.827428e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 3.750008e-07 0.000000e+00
energy 6.148278e-03 1.790376e-07 6.148278e-05
displacement 4.778222e-01 6.085475e-04 1.877713e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 9.609718e-09 0.000000e+00
energy 6.148278e-03 2.414450e-08 6.148278e-05
displacement 4.778222e-01 2.814251e-04 1.894767e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.057902e-09 0.000000e+00
energy 6.148278e-03 5.164077e-09 6.148278e-05
displacement 4.778222e-01 1.312226e-04 1.900776e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
9
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.779027e-08 0.000000e+00
energy 6.148278e-03 4.091336e-09 6.148278e-05
displacement 4.778222e-01 6.338389e-04 1.904331e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
10
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 13
stiffness matrix reformations = 10
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 2.065986e-07 0.000000e+00
energy 6.148278e-03 1.835787e-07 6.148278e-05
displacement 4.778222e-01 1.846127e-03 1.902446e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
11
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 14
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 5.644428e-11 0.000000e+00
energy 6.148278e-03 4.804308e-09 6.148278e-05
displacement 4.778222e-01 3.665817e-05 1.903063e-06
Reforming stiffness matrix: reformation #12
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
12
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 15
stiffness matrix reformations = 12
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.433715e-09 0.000000e+00
energy 6.148278e-03 2.651869e-09 6.148278e-05
displacement 4.778222e-01 1.792524e-04 1.903575e-06
Reforming stiffness matrix: reformation #13
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
13
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 16
stiffness matrix reformations = 13
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 2.573681e-08 0.000000e+00
energy 6.148278e-03 3.371861e-09 6.148278e-05
displacement 4.778222e-01 7.628784e-04 1.905614e-06
Reforming stiffness matrix: reformation #14
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
14
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 19
stiffness matrix reformations = 14
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.868727e-06 0.000000e+00
energy 6.148278e-03 1.939882e-06 6.148278e-05
displacement 4.778222e-01 6.122833e-03 1.903707e-06
Reforming stiffness matrix: reformation #15
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
15
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 20
stiffness matrix reformations = 15
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 6.351376e-10 0.000000e+00
energy 6.148278e-03 4.670045e-08 6.148278e-05
displacement 4.778222e-01 1.296446e-04 1.903569e-06
Reforming stiffness matrix: reformation #16
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
16
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 21
stiffness matrix reformations = 16
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 6.602764e-09 0.000000e+00
energy 6.148278e-03 1.349838e-08 6.148278e-05
displacement 4.778222e-01 3.812060e-04 1.903139e-06
Reforming stiffness matrix: reformation #17
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
17
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 22
stiffness matrix reformations = 17
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 8.087771e-10 0.000000e+00
energy 6.148278e-03 5.193712e-09 6.148278e-05
displacement 4.778222e-01 1.353997e-04 1.903317e-06
Reforming stiffness matrix: reformation #18
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
18
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 23
stiffness matrix reformations = 18
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.183757e-09 0.000000e+00
energy 6.148278e-03 3.084045e-09 6.148278e-05
displacement 4.778222e-01 1.632965e-04 1.903818e-06
Reforming stiffness matrix: reformation #19
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
19
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 27
stiffness matrix reformations = 19
step from line search = 0.500000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 9.556302e-06 0.000000e+00
energy 6.148278e-03 9.070490e-06 6.148278e-05
displacement 4.778222e-01 1.460653e-02 1.924702e-06
Reforming stiffness matrix: reformation #20
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
20
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 28
stiffness matrix reformations = 20
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.760322e-10 0.000000e+00
energy 6.148278e-03 3.060254e-08 6.148278e-05
displacement 4.778222e-01 1.120382e-04 1.923775e-06
Reforming stiffness matrix: reformation #21
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
21
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 29
stiffness matrix reformations = 21
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 2.250444e-09 0.000000e+00
energy 6.148278e-03 7.233243e-09 6.148278e-05
displacement 4.778222e-01 2.216158e-04 1.919811e-06
Reforming stiffness matrix: reformation #22
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
22
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 30
stiffness matrix reformations = 22
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 1.243887e-11 0.000000e+00
energy 6.148278e-03 3.819373e-10 6.148278e-05
displacement 4.778222e-01 1.669040e-05 1.918781e-06
Reforming stiffness matrix: reformation #23
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
23
Nonlinear solution status: time= 0.73
stiffness updates = 0
right hand side evaluations = 31
stiffness matrix reformations = 23
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.190989e-03 8.555814e-15 0.000000e+00
energy 6.148278e-03 9.860491e-13 6.148278e-05
displacement 4.778222e-01 3.991262e-07 1.918630e-06
------- converged at time : 0.73
]0;(73%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.00662787
===== beginning time step 74 : 0.736628 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 2.768916e-01 0.000000e+00
energy 2.364485e-03 2.378085e-04 2.364485e-05
displacement 1.901233e-01 1.901233e-01 1.901233e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 1.807065e-01 0.000000e+00
energy 2.364485e-03 1.064473e-04 2.364485e-05
displacement 1.901233e-01 3.506697e-01 4.078061e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 2.152391e-03 0.000000e+00
energy 2.364485e-03 1.240997e-05 2.364485e-05
displacement 1.901233e-01 3.442226e-02 6.137373e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 7.408572e-05 0.000000e+00
energy 2.364485e-03 1.517493e-06 2.364485e-05
displacement 1.901233e-01 6.194067e-03 7.197473e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 7.859791e-07 0.000000e+00
energy 2.364485e-03 1.997758e-07 2.364485e-05
displacement 1.901233e-01 6.702859e-04 7.584700e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 1.067531e-08 0.000000e+00
energy 2.364485e-03 2.001915e-08 2.364485e-05
displacement 1.901233e-01 6.556103e-05 7.709112e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 3.692666e-10 0.000000e+00
energy 2.364485e-03 1.933343e-09 2.364485e-05
displacement 1.901233e-01 6.299892e-06 7.747979e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.736628
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.249068e-03 2.813564e-11 0.000000e+00
energy 2.364485e-03 1.854765e-10 2.364485e-05
displacement 1.901233e-01 6.041423e-07 7.760042e-07
------- converged at time : 0.736628
]0;(74%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00702589
===== beginning time step 75 : 0.743654 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 2.929338e-01 0.000000e+00
energy 2.408977e-03 3.042926e-04 2.408977e-05
displacement 2.027979e-01 2.027979e-01 2.027979e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 1.726315e-01 0.000000e+00
energy 2.408977e-03 8.976636e-05 2.408977e-05
displacement 2.027979e-01 3.527442e-01 4.013492e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
3
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 1.595384e-03 0.000000e+00
energy 2.408977e-03 9.441691e-06 2.408977e-05
displacement 2.027979e-01 2.751053e-02 5.798049e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
4
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 4.227194e-05 0.000000e+00
energy 2.408977e-03 1.033718e-06 2.408977e-05
displacement 2.027979e-01 4.601722e-03 6.660252e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
5
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 3.589065e-07 0.000000e+00
energy 2.408977e-03 1.238812e-07 2.408977e-05
displacement 2.027979e-01 4.444641e-04 6.957809e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
6
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 4.518621e-09 0.000000e+00
energy 2.408977e-03 1.106091e-08 2.408977e-05
displacement 2.027979e-01 3.873907e-05 7.047795e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
7
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 1.669790e-10 0.000000e+00
energy 2.408977e-03 9.541966e-10 2.408977e-05
displacement 2.027979e-01 3.328066e-06 7.074339e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
8
Nonlinear solution status: time= 0.743654
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.281155e-03 1.211951e-11 0.000000e+00
energy 2.408977e-03 8.189462e-11 2.408977e-05
displacement 2.027979e-01 2.855486e-07 7.082127e-07
------- converged at time : 0.743654
]0;(74%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00737694
===== beginning time step 76 : 0.751031 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
1
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 2.976066e-01 0.000000e+00
energy 2.406043e-03 4.139802e-04 2.406043e-05
displacement 2.139282e-01 2.139282e-01 2.139282e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 1.419678e-01 0.000000e+00
energy 2.406043e-03 8.915910e-05 2.406043e-05
displacement 2.139282e-01 3.049877e-01 3.819544e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
3
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 1.036685e-03 0.000000e+00
energy 2.406043e-03 7.646847e-06 2.406043e-05
displacement 2.139282e-01 1.791350e-02 5.189650e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
4
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 1.141895e-05 0.000000e+00
energy 2.406043e-03 5.974751e-07 2.406043e-05
displacement 2.139282e-01 2.069057e-03 5.707609e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
5
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 5.516877e-08 0.000000e+00
energy 2.406043e-03 4.892258e-08 2.406043e-05
displacement 2.139282e-01 1.391470e-04 5.855842e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
6
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 5.612760e-10 0.000000e+00
energy 2.406043e-03 2.937869e-09 2.406043e-05
displacement 2.139282e-01 8.162111e-06 5.892395e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
7
Nonlinear solution status: time= 0.751031
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.287829e-03 1.939621e-11 0.000000e+00
energy 2.406043e-03 1.704344e-10 2.406043e-05
displacement 2.139282e-01 4.723122e-07 5.901213e-07
------- converged at time : 0.751031
]0;(75%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00788904
===== beginning time step 77 : 0.75892 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111771
1
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 4.483100e-01 0.000000e+00
energy 3.247955e-03 6.051974e-04 3.247955e-05
displacement 3.501432e-01 3.501432e-01 3.501432e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111735
2
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 1.359354e-01 0.000000e+00
energy 3.247955e-03 9.674324e-05 3.247955e-05
displacement 3.501432e-01 2.476815e-01 4.532819e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
3
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 7.515226e-04 0.000000e+00
energy 3.247955e-03 5.793194e-06 3.247955e-05
displacement 3.501432e-01 1.080993e-02 5.401027e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
4
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 3.764291e-06 0.000000e+00
energy 3.247955e-03 3.492961e-07 3.247955e-05
displacement 3.501432e-01 9.415897e-04 5.666375e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
5
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 1.321723e-08 0.000000e+00
energy 3.247955e-03 2.209583e-08 3.247955e-05
displacement 3.501432e-01 5.043501e-05 5.738169e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
6
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 1.938298e-09 0.000000e+00
energy 3.247955e-03 5.983999e-10 3.247955e-05
displacement 3.501432e-01 2.285665e-06 5.753790e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
7
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 4.771800e-11 0.000000e+00
energy 3.247955e-03 5.256217e-11 3.247955e-05
displacement 3.501432e-01 6.386374e-07 5.752227e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
8
Nonlinear solution status: time= 0.75892
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.580543e-03 5.238370e-13 0.000000e+00
energy 3.247955e-03 5.359043e-12 3.247955e-05
displacement 3.501432e-01 1.480398e-08 5.753274e-07
------- converged at time : 0.75892
]0;(76%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0081382
===== beginning time step 78 : 0.767058 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111795
1
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 5.797009e-01 0.000000e+00
energy 3.908006e-03 4.775024e-04 3.908006e-05
displacement 4.370916e-01 4.370916e-01 4.370916e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
2
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 1.024059e-01 0.000000e+00
energy 3.908006e-03 7.908596e-05 3.908006e-05
displacement 4.370916e-01 2.323212e-01 4.799979e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
3
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 5.846840e-04 0.000000e+00
energy 3.908006e-03 4.267188e-06 3.908006e-05
displacement 4.370916e-01 9.952698e-03 5.451911e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
4
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 1.913008e-06 0.000000e+00
energy 3.908006e-03 2.364674e-07 3.908006e-05
displacement 4.370916e-01 7.613360e-04 5.638116e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
5
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 5.030045e-09 0.000000e+00
energy 3.908006e-03 1.322019e-08 3.908006e-05
displacement 4.370916e-01 3.721460e-05 5.685809e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
6
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 4.577918e-11 0.000000e+00
energy 3.908006e-03 5.790067e-10 3.908006e-05
displacement 4.370916e-01 1.612176e-06 5.695914e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
7
Nonlinear solution status: time= 0.767058
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.007627e-03 1.553164e-12 0.000000e+00
energy 3.908006e-03 2.497400e-11 3.908006e-05
displacement 4.370916e-01 6.969731e-08 5.698013e-07
------- converged at time : 0.767058
]0;(77%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00850168
===== beginning time step 79 : 0.77556 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111831
1
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 6.268952e-01 0.000000e+00
energy 3.973144e-03 2.340886e-04 3.973144e-05
displacement 4.744645e-01 4.744645e-01 4.744645e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111819
2
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 1.169342e-01 0.000000e+00
energy 3.973144e-03 8.687600e-05 3.973144e-05
displacement 4.744645e-01 2.466845e-01 4.680239e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111855
3
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 7.475701e-04 0.000000e+00
energy 3.973144e-03 5.301821e-06 3.973144e-05
displacement 4.744645e-01 1.709905e-02 5.308236e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111855
4
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 4.692073e-06 0.000000e+00
energy 3.973144e-03 3.750316e-07 3.973144e-05
displacement 4.744645e-01 1.545250e-03 5.548650e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 1.516385e-08 0.000000e+00
energy 3.973144e-03 2.525688e-08 3.973144e-05
displacement 4.744645e-01 9.050271e-05 5.616454e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 1.428762e-10 0.000000e+00
energy 3.973144e-03 1.360595e-09 3.973144e-05
displacement 4.744645e-01 4.790393e-06 5.632509e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.77556
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.996447e-03 5.367766e-12 0.000000e+00
energy 3.973144e-03 7.152804e-11 3.973144e-05
displacement 4.744645e-01 2.514715e-07 5.636205e-07
------- converged at time : 0.77556
]0;(78%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00879419
===== beginning time step 80 : 0.784354 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 6.472392e-01 0.000000e+00
energy 3.885164e-03 1.368300e-04 3.885164e-05
displacement 4.968647e-01 4.968647e-01 4.968647e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111879
2
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 7.770385e-02 0.000000e+00
energy 3.885164e-03 8.001374e-05 3.885164e-05
displacement 4.968647e-01 2.537736e-01 4.110157e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
3
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 1.377925e-03 0.000000e+00
energy 3.885164e-03 7.095082e-06 3.885164e-05
displacement 4.968647e-01 2.783837e-02 4.840553e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
4
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 1.632022e-05 0.000000e+00
energy 3.885164e-03 7.125400e-07 3.885164e-05
displacement 4.968647e-01 3.025663e-03 5.219170e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 9.620179e-08 0.000000e+00
energy 3.885164e-03 6.231858e-08 3.885164e-05
displacement 4.968647e-01 2.379166e-04 5.343931e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 8.762384e-10 0.000000e+00
energy 3.885164e-03 4.537593e-09 3.885164e-05
displacement 4.968647e-01 1.697983e-05 5.378506e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 2.814399e-11 0.000000e+00
energy 3.885164e-03 3.204745e-10 3.885164e-05
displacement 4.968647e-01 1.196393e-06 5.387755e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
8
Nonlinear solution status: time= 0.784354
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.902046e-03 1.740417e-12 0.000000e+00
energy 3.885164e-03 2.256287e-11 3.885164e-05
displacement 4.968647e-01 8.421872e-08 5.390214e-07
------- converged at time : 0.784354
]0;(78%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00893652
===== beginning time step 81 : 0.79329 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 6.204466e-01 0.000000e+00
energy 3.752833e-03 7.450477e-04 3.752833e-05
displacement 5.057396e-01 5.057396e-01 5.057396e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
2
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 3.091044e-01 0.000000e+00
energy 3.752833e-03 2.031313e-04 3.752833e-05
displacement 5.057396e-01 4.510691e-01 5.478494e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
3
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 1.083315e-02 0.000000e+00
energy 3.752833e-03 3.585804e-05 3.752833e-05
displacement 5.057396e-01 6.811777e-02 8.014380e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
4
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 7.237934e-04 0.000000e+00
energy 3.752833e-03 6.504246e-06 3.752833e-05
displacement 5.057396e-01 1.706590e-02 9.755391e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 1.343430e-05 0.000000e+00
energy 3.752833e-03 1.044805e-06 3.752833e-05
displacement 5.057396e-01 2.335593e-03 1.051793e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 2.196824e-07 0.000000e+00
energy 3.752833e-03 1.281055e-07 3.752833e-05
displacement 5.057396e-01 2.788564e-04 1.079520e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 4.829526e-09 0.000000e+00
energy 3.752833e-03 1.489675e-08 3.752833e-05
displacement 5.057396e-01 3.208943e-05 1.089089e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
8
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 2.259642e-10 0.000000e+00
energy 3.752833e-03 1.704342e-09 3.752833e-05
displacement 5.057396e-01 3.666181e-06 1.092339e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
9
Nonlinear solution status: time= 0.79329
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.764716e-03 1.932542e-11 0.000000e+00
energy 3.752833e-03 1.946609e-10 3.752833e-05
displacement 5.057396e-01 4.187426e-07 1.093439e-06
------- converged at time : 0.79329
]0;(79%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00899405
===== beginning time step 82 : 0.802284 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 5.624539e-01 0.000000e+00
energy 3.724184e-03 8.303893e-04 3.724184e-05
displacement 5.079668e-01 5.079668e-01 5.079668e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
2
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 4.921631e-01 0.000000e+00
energy 3.724184e-03 2.171170e-04 3.724184e-05
displacement 5.079668e-01 4.922505e-01 5.519906e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
3
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 8.593465e-03 0.000000e+00
energy 3.724184e-03 2.754416e-05 3.724184e-05
displacement 5.079668e-01 5.427157e-02 7.745652e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
4
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 2.708627e-04 0.000000e+00
energy 3.724184e-03 3.214806e-06 3.724184e-05
displacement 5.079668e-01 9.527088e-03 8.887872e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 2.337152e-06 0.000000e+00
energy 3.724184e-03 3.898121e-07 3.724184e-05
displacement 5.079668e-01 9.671801e-04 9.327690e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 2.076488e-08 0.000000e+00
energy 3.724184e-03 3.397762e-08 3.724184e-05
displacement 5.079668e-01 8.150278e-05 9.461312e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 3.705615e-10 0.000000e+00
energy 3.724184e-03 2.765239e-09 3.724184e-05
displacement 5.079668e-01 6.579248e-06 9.499716e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
8
Nonlinear solution status: time= 0.802284
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.684509e-03 1.818543e-11 0.000000e+00
energy 3.724184e-03 2.219085e-10 3.724184e-05
displacement 5.079668e-01 5.275316e-07 9.510618e-07
------- converged at time : 0.802284
]0;(80%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00911278
===== beginning time step 83 : 0.811397 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 5.394670e-01 0.000000e+00
energy 3.469503e-03 5.049112e-04 3.469503e-05
displacement 5.088272e-01 5.088272e-01 5.088272e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
2
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 2.981473e-01 0.000000e+00
energy 3.469503e-03 1.562621e-04 3.469503e-05
displacement 5.088272e-01 4.391352e-01 4.599773e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
3
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 4.340413e-03 0.000000e+00
energy 3.469503e-03 1.817039e-05 3.469503e-05
displacement 5.088272e-01 4.639877e-02 6.114679e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
4
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 1.189454e-04 0.000000e+00
energy 3.469503e-03 2.159128e-06 3.469503e-05
displacement 5.088272e-01 7.520443e-03 6.943936e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 1.061634e-06 0.000000e+00
energy 3.469503e-03 2.619147e-07 3.469503e-05
displacement 5.088272e-01 7.943268e-04 7.265140e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 1.031502e-08 0.000000e+00
energy 3.469503e-03 2.486865e-08 3.469503e-05
displacement 5.088272e-01 7.264732e-05 7.367378e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 2.125288e-10 0.000000e+00
energy 3.469503e-03 2.214119e-09 3.469503e-05
displacement 5.088272e-01 6.432354e-06 7.398159e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
8
Nonlinear solution status: time= 0.811397
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.503703e-03 1.330456e-11 0.000000e+00
energy 3.469503e-03 1.953152e-10 3.469503e-05
displacement 5.088272e-01 5.671386e-07 7.407326e-07
------- converged at time : 0.811397
]0;(81%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0092175
===== beginning time step 84 : 0.820615 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 5.140630e-01 0.000000e+00
energy 3.159812e-03 3.086823e-04 3.159812e-05
displacement 4.925577e-01 4.925577e-01 4.925577e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
2
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 3.117009e-01 0.000000e+00
energy 3.159812e-03 1.574932e-04 3.159812e-05
displacement 4.925577e-01 4.822696e-01 4.239699e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
3
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 5.168132e-03 0.000000e+00
energy 3.159812e-03 1.923429e-05 3.159812e-05
displacement 4.925577e-01 5.820692e-02 6.008045e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
4
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 2.105268e-04 0.000000e+00
energy 3.159812e-03 2.607174e-06 3.159812e-05
displacement 4.925577e-01 1.084327e-02 7.079835e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
5
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 2.272176e-06 0.000000e+00
energy 3.159812e-03 3.623784e-07 3.159812e-05
displacement 4.925577e-01 1.283733e-03 7.523634e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
6
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 2.644618e-08 0.000000e+00
energy 3.159812e-03 3.877668e-08 3.159812e-05
displacement 4.925577e-01 1.338226e-04 7.673919e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
7
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 5.291257e-10 0.000000e+00
energy 3.159812e-03 3.960284e-09 3.159812e-05
displacement 4.925577e-01 1.357610e-05 7.722474e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
8
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 3.121745e-11 0.000000e+00
energy 3.159812e-03 4.003610e-10 3.159812e-05
displacement 4.925577e-01 1.371615e-06 7.737968e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
9
Nonlinear solution status: time= 0.820615
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.301986e-03 2.913501e-12 0.000000e+00
energy 3.159812e-03 4.043762e-11 3.159812e-05
displacement 4.925577e-01 1.385316e-07 7.742899e-07
------- converged at time : 0.820615
]0;(82%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00925983
===== beginning time step 85 : 0.829874 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111891
1
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 4.761928e-01 0.000000e+00
energy 2.829961e-03 1.953466e-04 2.829961e-05
displacement 4.685931e-01 4.685931e-01 4.685931e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 2.430395e-01 0.000000e+00
energy 2.829961e-03 1.292777e-04 2.829961e-05
displacement 4.685931e-01 4.568368e-01 3.583035e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 4.422825e-03 0.000000e+00
energy 2.829961e-03 1.606358e-05 2.829961e-05
displacement 4.685931e-01 5.398327e-02 5.186785e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 1.615772e-04 0.000000e+00
energy 2.829961e-03 2.143466e-06 2.829961e-05
displacement 4.685931e-01 9.444702e-03 6.150185e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 1.571530e-06 0.000000e+00
energy 2.829961e-03 2.718729e-07 2.829961e-05
displacement 4.685931e-01 1.057603e-03 6.536379e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 1.666322e-08 0.000000e+00
energy 2.829961e-03 2.408707e-08 2.829961e-05
displacement 4.685931e-01 1.036567e-04 6.661079e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 3.467689e-10 0.000000e+00
energy 2.829961e-03 2.392122e-09 2.829961e-05
displacement 4.685931e-01 1.016055e-05 6.699127e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 1.947892e-11 0.000000e+00
energy 2.829961e-03 2.571436e-10 2.829961e-05
displacement 4.685931e-01 9.796502e-07 6.711501e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.829874
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.103385e-03 1.710079e-12 0.000000e+00
energy 2.829961e-03 2.470386e-11 2.829961e-05
displacement 4.685931e-01 9.374470e-08 6.715335e-07
------- converged at time : 0.829874
]0;(83%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00929987
===== beginning time step 86 : 0.839174 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 4.562905e-01 0.000000e+00
energy 2.548666e-03 1.881122e-04 2.548666e-05
displacement 4.610196e-01 4.610196e-01 4.610196e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 2.288788e-01 0.000000e+00
energy 2.548666e-03 1.033718e-04 2.548666e-05
displacement 4.610196e-01 4.579898e-01 3.240765e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 3.201407e-03 0.000000e+00
energy 2.548666e-03 1.137390e-05 2.548666e-05
displacement 4.610196e-01 4.517992e-02 4.569518e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 9.159400e-05 0.000000e+00
energy 2.548666e-03 1.304054e-06 2.548666e-05
displacement 4.610196e-01 7.056919e-03 5.313522e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 6.041522e-07 0.000000e+00
energy 2.548666e-03 1.475769e-07 2.548666e-05
displacement 4.610196e-01 6.642788e-04 5.586905e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 4.819500e-09 0.000000e+00
energy 2.548666e-03 1.246056e-08 2.548666e-05
displacement 4.610196e-01 5.460812e-05 5.668595e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 9.439290e-11 0.000000e+00
energy 2.548666e-03 1.005873e-09 2.548666e-05
displacement 4.610196e-01 4.384500e-06 5.691991e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.839174
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 9.374246e-04 5.478180e-12 0.000000e+00
energy 2.548666e-03 8.056410e-11 2.548666e-05
displacement 4.610196e-01 3.510154e-07 5.698628e-07
------- converged at time : 0.839174
]0;(84%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00938251
===== beginning time step 87 : 0.848557 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 4.436414e-01 0.000000e+00
energy 2.332505e-03 7.341200e-05 2.332505e-05
displacement 4.506012e-01 4.506012e-01 4.506012e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.639759e-01 0.000000e+00
energy 2.332505e-03 9.750639e-05 2.332505e-05
displacement 4.506012e-01 4.022623e-01 2.651694e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 4.191654e-03 0.000000e+00
energy 2.332505e-03 1.471269e-05 2.332505e-05
displacement 4.506012e-01 5.127009e-02 3.899079e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.493263e-04 0.000000e+00
energy 2.332505e-03 1.819388e-06 2.332505e-05
displacement 4.506012e-01 9.159016e-03 4.701020e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.126530e-06 0.000000e+00
energy 2.332505e-03 2.026324e-07 2.332505e-05
displacement 4.506012e-01 9.370948e-04 4.999141e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.045382e-08 0.000000e+00
energy 2.332505e-03 1.926203e-08 2.332505e-05
displacement 4.506012e-01 8.665850e-05 5.094593e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 2.063143e-10 0.000000e+00
energy 2.332505e-03 1.747794e-09 2.332505e-05
displacement 4.506012e-01 7.817376e-06 5.123658e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.276720e-11 0.000000e+00
energy 2.332505e-03 1.571883e-10 2.332505e-05
displacement 4.506012e-01 7.027116e-07 5.132405e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.848557
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.037644e-04 1.103615e-12 0.000000e+00
energy 2.332505e-03 1.412659e-11 2.332505e-05
displacement 4.506012e-01 6.314984e-08 5.135030e-07
------- converged at time : 0.848557
]0;(85%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00941591
===== beginning time step 88 : 0.857973 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 4.149373e-01 0.000000e+00
energy 2.238164e-03 1.799358e-04 2.238164e-05
displacement 4.376140e-01 4.376140e-01 4.376140e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 4.858321e-01 0.000000e+00
energy 2.238164e-03 2.035544e-04 2.238164e-05
displacement 4.376140e-01 6.754267e-01 3.813348e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 1.574267e-02 0.000000e+00
energy 2.238164e-03 4.523625e-05 2.238164e-05
displacement 4.376140e-01 1.050063e-01 7.133594e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 2.032534e-03 0.000000e+00
energy 2.238164e-03 9.621738e-06 2.238164e-05
displacement 4.376140e-01 3.163864e-02 9.752375e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 5.949627e-05 0.000000e+00
energy 2.238164e-03 2.206112e-06 2.238164e-05
displacement 4.376140e-01 6.101832e-03 1.114240e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 1.726605e-06 0.000000e+00
energy 2.238164e-03 3.800838e-07 2.238164e-05
displacement 4.376140e-01 1.034120e-03 1.175383e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 6.223162e-08 0.000000e+00
energy 2.238164e-03 6.480045e-08 2.238164e-05
displacement 4.376140e-01 1.779585e-04 1.201076e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 3.517290e-09 0.000000e+00
energy 2.238164e-03 1.101100e-08 2.238164e-05
displacement 4.376140e-01 2.957437e-05 1.211759e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 3.741901e-10 0.000000e+00
energy 2.238164e-03 1.801194e-09 2.238164e-05
displacement 4.376140e-01 4.833839e-06 1.216095e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
10
Nonlinear solution status: time= 0.857973
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.424548e-04 5.468385e-11 0.000000e+00
energy 2.238164e-03 2.943120e-10 2.238164e-05
displacement 4.376140e-01 7.897206e-07 1.217851e-06
------- converged at time : 0.857973
]0;(86%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 89 : 0.867389 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 3.524942e-01 0.000000e+00
energy 2.250601e-03 3.472223e-04 2.250601e-05
displacement 4.074999e-01 4.074999e-01 4.074999e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 1.199769e+00 0.000000e+00
energy 2.250601e-03 3.701118e-04 2.250601e-05
displacement 4.074999e-01 9.738081e-01 5.065592e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 3.556252e-02 0.000000e+00
energy 2.250601e-03 9.845505e-05 2.250601e-05
displacement 4.074999e-01 1.717347e-01 1.135912e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 1.219869e-02 0.000000e+00
energy 2.250601e-03 2.572213e-05 2.250601e-05
displacement 4.074999e-01 7.436096e-02 1.708175e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 5.568738e-04 0.000000e+00
energy 2.250601e-03 8.217025e-06 2.250601e-05
displacement 4.074999e-01 1.879379e-02 2.063088e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 2.981739e-05 0.000000e+00
energy 2.250601e-03 1.871170e-06 2.250601e-05
displacement 4.074999e-01 4.277516e-03 2.246016e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 1.370958e-06 0.000000e+00
energy 2.250601e-03 4.034185e-07 2.250601e-05
displacement 4.074999e-01 8.932414e-04 2.332811e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 7.633778e-08 0.000000e+00
energy 2.250601e-03 8.246493e-08 2.250601e-05
displacement 4.074999e-01 1.813944e-04 2.372540e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 6.635868e-09 0.000000e+00
energy 2.250601e-03 1.667896e-08 2.250601e-05
displacement 4.074999e-01 3.663016e-05 2.390515e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
10
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 9.301429e-10 0.000000e+00
energy 2.250601e-03 3.366223e-09 2.250601e-05
displacement 4.074999e-01 7.390383e-06 2.398613e-06
Reforming stiffness matrix: reformation #11
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
11
Nonlinear solution status: time= 0.867389
stiffness updates = 0
right hand side evaluations = 12
stiffness matrix reformations = 11
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 8.879553e-04 2.853330e-10 0.000000e+00
energy 2.250601e-03 5.986005e-10 2.250601e-05
displacement 4.074999e-01 1.491015e-06 2.402256e-06
------- converged at time : 0.867389
]0;(87%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: decreasing time step, dt = 0.00898237
===== beginning time step 90 : 0.876371 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 2.285432e-01 0.000000e+00
energy 1.706493e-03 4.463116e-04 1.706493e-05
displacement 3.335183e-01 3.335183e-01 3.335183e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
2
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 1.285179e+00 0.000000e+00
energy 1.706493e-03 3.309565e-04 1.706493e-05
displacement 3.335183e-01 1.001058e+00 5.151833e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 2.366208e-02 0.000000e+00
energy 1.706493e-03 7.697315e-05 1.706493e-05
displacement 3.335183e-01 1.377146e-01 1.098568e-06
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 7.799423e-03 0.000000e+00
energy 1.706493e-03 1.651356e-05 1.706493e-05
displacement 3.335183e-01 5.762826e-02 1.590522e-06
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 2.274731e-04 0.000000e+00
energy 1.706493e-03 4.535137e-06 1.706493e-05
displacement 3.335183e-01 1.205070e-02 1.862853e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 8.396858e-06 0.000000e+00
energy 1.706493e-03 8.556501e-07 1.706493e-05
displacement 3.335183e-01 2.267524e-03 1.988767e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 2.819712e-07 0.000000e+00
energy 1.706493e-03 1.529438e-07 1.706493e-05
displacement 3.335183e-01 3.927496e-04 2.042710e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 1.357407e-08 0.000000e+00
energy 1.706493e-03 2.603117e-08 1.706493e-05
displacement 3.335183e-01 6.647759e-05 2.065144e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 1.356581e-09 0.000000e+00
energy 1.706493e-03 4.253326e-09 1.706493e-05
displacement 3.335183e-01 1.121344e-05 2.074398e-06
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
10
Nonlinear solution status: time= 0.876371
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 7.040929e-04 3.209607e-10 0.000000e+00
energy 1.706493e-03 6.725972e-10 1.706493e-05
displacement 3.335183e-01 2.022395e-06 2.078259e-06
------- converged at time : 0.876371
]0;(88%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 91 : 0.885353 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 1.889766e-01 0.000000e+00
energy 1.405999e-03 2.395332e-04 1.405999e-05
displacement 3.058258e-01 3.058258e-01 3.058258e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 7.432633e-01 0.000000e+00
energy 1.405999e-03 1.653500e-04 1.405999e-05
displacement 3.058258e-01 7.974189e-01 3.599544e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 8.313445e-03 0.000000e+00
energy 1.405999e-03 2.820727e-05 1.405999e-05
displacement 3.058258e-01 8.547937e-02 7.119020e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 1.164227e-03 0.000000e+00
energy 1.405999e-03 4.341404e-06 1.405999e-05
displacement 3.058258e-01 2.433513e-02 9.583351e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
5
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 1.594227e-05 0.000000e+00
energy 1.405999e-03 8.227976e-07 1.405999e-05
displacement 3.058258e-01 3.527638e-03 1.068324e-06
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
6
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 2.674256e-07 0.000000e+00
energy 1.405999e-03 1.074201e-07 1.405999e-05
displacement 3.058258e-01 4.533550e-04 1.109590e-06
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
7
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 5.611615e-09 0.000000e+00
energy 1.405999e-03 1.339473e-08 1.405999e-05
displacement 3.058258e-01 5.566411e-05 1.124290e-06
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
8
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 2.800977e-10 0.000000e+00
energy 1.405999e-03 1.634131e-09 1.405999e-05
displacement 3.058258e-01 6.779723e-06 1.129448e-06
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
9
Nonlinear solution status: time= 0.885353
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 5.716256e-04 2.772487e-11 0.000000e+00
energy 1.405999e-03 1.989195e-10 1.405999e-05
displacement 3.058258e-01 8.251285e-07 1.131251e-06
------- converged at time : 0.885353
]0;(89%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00903742
===== beginning time step 92 : 0.894391 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
1
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 1.599243e-01 0.000000e+00
energy 1.200025e-03 3.493414e-05 1.200025e-05
displacement 2.778682e-01 2.778682e-01 2.778682e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 4.449695e-01 0.000000e+00
energy 1.200025e-03 1.589046e-04 1.200025e-05
displacement 2.778682e-01 6.453426e-01 2.532426e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
3
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 8.178177e-03 0.000000e+00
energy 1.200025e-03 2.844202e-05 1.200025e-05
displacement 2.778682e-01 8.361136e-02 5.594591e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
4
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 8.912053e-04 0.000000e+00
energy 1.200025e-03 4.746964e-06 1.200025e-05
displacement 2.778682e-01 2.227501e-02 7.750562e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
5
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 1.662320e-05 0.000000e+00
energy 1.200025e-03 9.462213e-07 1.200025e-05
displacement 2.778682e-01 3.585776e-03 8.761633e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
6
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 3.772255e-07 0.000000e+00
energy 1.200025e-03 1.436430e-07 1.200025e-05
displacement 2.778682e-01 5.319364e-04 9.169553e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
7
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 1.051757e-08 0.000000e+00
energy 1.200025e-03 2.065863e-08 1.200025e-05
displacement 2.778682e-01 7.589753e-05 9.326952e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
8
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 6.121207e-10 0.000000e+00
energy 1.200025e-03 2.922686e-09 1.200025e-05
displacement 2.778682e-01 1.072012e-05 9.386503e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
9
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 6.768641e-11 0.000000e+00
energy 1.200025e-03 4.126439e-10 1.200025e-05
displacement 2.778682e-01 1.513323e-06 9.408934e-07
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
10
Nonlinear solution status: time= 0.894391
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.838206e-04 9.109977e-12 0.000000e+00
energy 1.200025e-03 5.825141e-11 1.200025e-05
displacement 2.778682e-01 2.136294e-07 9.417370e-07
------- converged at time : 0.894391
]0;(89%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 93 : 0.903428 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
1
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 1.614513e-01 0.000000e+00
energy 1.060339e-03 4.404160e-05 1.060339e-05
displacement 2.902220e-01 2.902220e-01 2.902220e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
2
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 5.138882e-01 0.000000e+00
energy 1.060339e-03 1.528566e-04 1.060339e-05
displacement 2.902220e-01 6.906176e-01 2.336537e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
3
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 8.072741e-03 0.000000e+00
energy 1.060339e-03 2.580717e-05 1.060339e-05
displacement 2.902220e-01 8.100093e-02 5.329064e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
4
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 7.752712e-04 0.000000e+00
energy 1.060339e-03 3.972038e-06 1.060339e-05
displacement 2.902220e-01 2.015502e-02 7.376608e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
5
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 1.174555e-05 0.000000e+00
energy 1.060339e-03 7.147978e-07 1.060339e-05
displacement 2.902220e-01 2.972975e-03 8.288230e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
6
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 1.754441e-07 0.000000e+00
energy 1.060339e-03 9.101545e-08 1.060339e-05
displacement 2.902220e-01 3.522104e-04 8.617530e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
7
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 4.150974e-09 0.000000e+00
energy 1.060339e-03 1.118568e-08 1.060339e-05
displacement 2.902220e-01 4.320842e-05 8.734476e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
8
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 2.401603e-10 0.000000e+00
energy 1.060339e-03 1.362967e-09 1.060339e-05
displacement 2.902220e-01 5.260029e-06 8.775481e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
9
Nonlinear solution status: time= 0.903428
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.189653e-04 2.470881e-11 0.000000e+00
energy 1.060339e-03 1.658517e-10 1.060339e-05
displacement 2.902220e-01 6.400391e-07 8.789810e-07
------- converged at time : 0.903428
]0;(90%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00908949
===== beginning time step 94 : 0.912518 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111927
1
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 1.840522e-01 0.000000e+00
energy 1.031590e-03 1.627221e-04 1.031590e-05
displacement 3.148444e-01 3.148444e-01 3.148444e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
2
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 4.087044e-01 0.000000e+00
energy 1.031590e-03 1.786643e-04 1.031590e-05
displacement 3.148444e-01 6.034075e-01 2.210206e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
3
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 5.458746e-03 0.000000e+00
energy 1.031590e-03 2.611428e-05 1.031590e-05
displacement 3.148444e-01 6.217239e-02 4.510936e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
4
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 2.993949e-04 0.000000e+00
energy 1.031590e-03 3.417922e-06 1.031590e-05
displacement 3.148444e-01 1.202765e-02 5.859058e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
5
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 3.008348e-06 0.000000e+00
energy 1.031590e-03 4.965814e-07 1.031590e-05
displacement 3.148444e-01 1.380844e-03 6.391153e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
6
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 3.917388e-08 0.000000e+00
energy 1.031590e-03 5.124138e-08 1.031590e-05
displacement 3.148444e-01 1.378056e-04 6.565954e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
7
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 1.060607e-09 0.000000e+00
energy 1.031590e-03 5.019273e-09 1.031590e-05
displacement 3.148444e-01 1.336522e-05 6.621042e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
8
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 6.884878e-11 0.000000e+00
energy 1.031590e-03 4.855453e-10 1.031590e-05
displacement 3.148444e-01 1.291509e-06 6.638224e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
9
Nonlinear solution status: time= 0.912518
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.888199e-04 6.095999e-12 0.000000e+00
energy 1.031590e-03 4.693498e-11 1.031590e-05
displacement 3.148444e-01 1.248316e-07 6.643571e-07
------- converged at time : 0.912518
]0;(91%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00913874
===== beginning time step 95 : 0.921656 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
1
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 1.899885e-01 0.000000e+00
energy 1.092799e-03 2.164051e-04 1.092799e-05
displacement 3.092719e-01 3.092719e-01 3.092719e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111963
2
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 2.626964e-01 0.000000e+00
energy 1.092799e-03 1.273328e-04 1.092799e-05
displacement 3.092719e-01 4.652745e-01 1.954693e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
3
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 2.003655e-03 0.000000e+00
energy 1.092799e-03 1.173809e-05 1.092799e-05
displacement 3.092719e-01 3.591390e-02 3.230698e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
4
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 4.001345e-05 0.000000e+00
energy 1.092799e-03 9.366075e-07 1.092799e-05
displacement 3.092719e-01 4.599138e-03 3.826018e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
5
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 1.401193e-07 0.000000e+00
energy 1.092799e-03 8.378328e-08 1.092799e-05
displacement 3.092719e-01 3.178546e-04 4.003669e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
6
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 9.746655e-10 0.000000e+00
energy 1.092799e-03 5.479167e-09 1.092799e-05
displacement 3.092719e-01 2.062249e-05 4.050424e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
7
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 2.910788e-11 0.000000e+00
energy 1.092799e-03 3.501021e-10 1.092799e-05
displacement 3.092719e-01 1.310655e-06 4.062290e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
8
Nonlinear solution status: time= 0.921656
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 4.229307e-04 1.687890e-12 0.000000e+00
energy 1.092799e-03 2.222276e-11 1.092799e-05
displacement 3.092719e-01 8.316961e-08 4.065283e-07
------- converged at time : 0.921656
]0;(92%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.0092404
===== beginning time step 96 : 0.930897 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
1
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 2.114904e-01 0.000000e+00
energy 1.015870e-03 1.086283e-04 1.015870e-05
displacement 3.343553e-01 3.343553e-01 3.343553e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
2
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 1.094239e-01 0.000000e+00
energy 1.015870e-03 8.853099e-05 1.015870e-05
displacement 3.343553e-01 3.364044e-01 1.068746e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
3
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 1.475154e-03 0.000000e+00
energy 1.015870e-03 8.014174e-06 1.015870e-05
displacement 3.343553e-01 3.182466e-02 1.681582e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
4
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 2.094923e-05 0.000000e+00
energy 1.015870e-03 7.613128e-07 1.015870e-05
displacement 3.343553e-01 3.641839e-03 2.029387e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
5
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 1.006244e-07 0.000000e+00
energy 1.015870e-03 6.892793e-08 1.015870e-05
displacement 3.343553e-01 2.858953e-04 2.144142e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
6
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 8.746328e-10 0.000000e+00
energy 1.015870e-03 5.003857e-09 1.015870e-05
displacement 3.343553e-01 2.033403e-05 2.175923e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
7
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 3.116616e-11 0.000000e+00
energy 1.015870e-03 3.521118e-10 1.015870e-05
displacement 3.343553e-01 1.427674e-06 2.184419e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
8
Nonlinear solution status: time= 0.930897
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.765697e-04 2.031112e-12 0.000000e+00
energy 1.015870e-03 2.470272e-11 1.015870e-05
displacement 3.343553e-01 1.001563e-07 2.186675e-07
------- converged at time : 0.930897
]0;(93%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00933006
===== beginning time step 97 : 0.940227 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
1
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 2.318146e-01 0.000000e+00
energy 9.418408e-04 3.089574e-05 9.418408e-06
displacement 3.561968e-01 3.561968e-01 3.561968e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
2
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 1.397261e-01 0.000000e+00
energy 9.418408e-04 1.422908e-04 9.418408e-06
displacement 3.561968e-01 3.832391e-01 1.169141e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
3
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 5.423435e-03 0.000000e+00
energy 9.418408e-04 2.455712e-05 9.418408e-06
displacement 3.561968e-01 6.273051e-02 2.433526e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
4
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 2.223626e-04 0.000000e+00
energy 9.418408e-04 4.133991e-06 9.418408e-06
displacement 3.561968e-01 1.169372e-02 3.357598e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
5
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 4.002190e-06 0.000000e+00
energy 9.418408e-04 6.517615e-07 9.418408e-06
displacement 3.561968e-01 1.672590e-03 3.779448e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
6
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 7.448946e-08 0.000000e+00
energy 9.418408e-04 8.562679e-08 9.418408e-06
displacement 3.561968e-01 2.142881e-04 3.939609e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
7
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 2.153095e-09 0.000000e+00
energy 9.418408e-04 1.075904e-08 9.418408e-06
displacement 3.561968e-01 2.677407e-05 3.997328e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
8
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 1.417692e-10 0.000000e+00
energy 9.418408e-04 1.340077e-09 9.418408e-06
displacement 3.561968e-01 3.332681e-06 4.017823e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
9
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 1.499508e-11 0.000000e+00
energy 9.418408e-04 1.667991e-10 9.418408e-06
displacement 3.561968e-01 4.148027e-07 4.025069e-07
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
10
Nonlinear solution status: time= 0.940227
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 3.336129e-04 1.794977e-12 0.000000e+00
energy 9.418408e-04 2.076336e-11 9.418408e-06
displacement 3.561968e-01 5.163562e-08 4.027628e-07
------- converged at time : 0.940227
]0;(94%) tempModel.feb - FEBio 2.9.0.0
===== beginning time step 98 : 0.949557 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
1
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 2.973272e-01 0.000000e+00
energy 8.254700e-04 8.746579e-05 8.254700e-06
displacement 4.361685e-01 4.361685e-01 4.361685e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
2
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 3.992950e-01 0.000000e+00
energy 8.254700e-04 1.683843e-04 8.254700e-06
displacement 4.361685e-01 6.030641e-01 1.559220e-07
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
3
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 4.183781e-03 0.000000e+00
energy 8.254700e-04 1.872087e-05 8.254700e-06
displacement 4.361685e-01 5.227695e-02 2.962812e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
4
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 1.771365e-04 0.000000e+00
energy 8.254700e-04 2.373924e-06 8.254700e-06
displacement 4.361685e-01 9.467262e-03 3.825069e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
5
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 1.442694e-06 0.000000e+00
energy 8.254700e-04 3.143824e-07 8.254700e-06
displacement 4.361685e-01 1.030910e-03 4.167415e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
6
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 1.538570e-08 0.000000e+00
energy 8.254700e-04 3.032441e-08 8.254700e-06
displacement 4.361685e-01 9.684996e-05 4.277181e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
7
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 3.641673e-10 0.000000e+00
energy 8.254700e-04 2.788385e-09 8.254700e-06
displacement 4.361685e-01 8.852451e-06 4.310797e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
8
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 2.296289e-11 0.000000e+00
energy 8.254700e-04 2.540527e-10 8.254700e-06
displacement 4.361685e-01 8.062022e-07 4.320977e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
9
Nonlinear solution status: time= 0.949557
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.843939e-04 1.961657e-12 0.000000e+00
energy 8.254700e-04 2.313601e-11 8.254700e-06
displacement 4.361685e-01 7.341914e-08 4.324052e-07
------- converged at time : 0.949557
]0;(95%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00936629
===== beginning time step 99 : 0.958923 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
1
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 3.149169e-01 0.000000e+00
energy 7.385550e-04 1.645279e-05 7.385550e-06
displacement 4.511075e-01 4.511075e-01 4.511075e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112023
2
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 2.085936e-01 0.000000e+00
energy 7.385550e-04 1.341874e-04 7.385550e-06
displacement 4.511075e-01 4.503264e-01 9.940288e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112035
3
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 3.676339e-03 0.000000e+00
energy 7.385550e-04 1.571007e-05 7.385550e-06
displacement 4.511075e-01 4.844860e-02 1.759740e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112017
4
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 1.170381e-04 0.000000e+00
energy 7.385550e-04 2.116008e-06 7.385550e-06
displacement 4.511075e-01 8.101636e-03 2.330391e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
5
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 1.085206e-06 0.000000e+00
energy 7.385550e-04 2.698034e-07 7.385550e-06
displacement 4.511075e-01 9.009513e-04 2.566516e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
6
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 1.252603e-08 0.000000e+00
energy 7.385550e-04 2.714336e-08 7.385550e-06
displacement 4.511075e-01 8.828774e-05 2.644759e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
7
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 3.178474e-10 0.000000e+00
energy 7.385550e-04 2.608060e-09 7.385550e-06
displacement 4.511075e-01 8.440418e-06 2.669344e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
8
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 2.106369e-11 0.000000e+00
energy 7.385550e-04 2.486697e-10 7.385550e-06
displacement 4.511075e-01 8.044024e-07 2.676969e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
9
Nonlinear solution status: time= 0.958923
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 2.342413e-04 1.885398e-12 0.000000e+00
energy 7.385550e-04 2.369789e-11 7.385550e-06
displacement 4.511075e-01 7.665693e-08 2.679326e-07
------- converged at time : 0.958923
]0;(96%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00940057
===== beginning time step 100 : 0.968324 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1111999
1
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 3.561190e-01 0.000000e+00
energy 6.742860e-04 6.870320e-05 6.742860e-06
displacement 4.871914e-01 4.871914e-01 4.871914e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
2
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 2.170509e-01 0.000000e+00
energy 6.742860e-04 1.170979e-04 6.742860e-06
displacement 4.871914e-01 4.720571e-01 8.478870e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
3
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 4.704625e-03 0.000000e+00
energy 6.742860e-04 1.451695e-05 6.742860e-06
displacement 4.871914e-01 5.468316e-02 1.522232e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
4
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 1.686166e-04 0.000000e+00
energy 6.742860e-04 2.114374e-06 6.742860e-06
displacement 4.871914e-01 9.991159e-03 2.120602e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
5
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 1.891203e-06 0.000000e+00
energy 6.742860e-04 2.955520e-07 6.742860e-06
displacement 4.871914e-01 1.240848e-03 2.387099e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
6
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 2.361749e-08 0.000000e+00
energy 6.742860e-04 3.337614e-08 6.742860e-06
displacement 4.871914e-01 1.371230e-04 2.481691e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
7
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 4.970278e-10 0.000000e+00
energy 6.742860e-04 3.621745e-09 6.742860e-06
displacement 4.871914e-01 1.480801e-05 2.513412e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
8
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 3.068854e-11 0.000000e+00
energy 6.742860e-04 3.900197e-10 6.742860e-06
displacement 4.871914e-01 1.593894e-06 2.523885e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
9
Nonlinear solution status: time= 0.968324
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.976651e-04 3.062683e-12 0.000000e+00
energy 6.742860e-04 4.197063e-11 6.742860e-06
displacement 4.871914e-01 1.715125e-07 2.527328e-07
------- converged at time : 0.968324
]0;(97%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.009433
===== beginning time step 101 : 0.977757 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
1
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 3.894372e-01 0.000000e+00
energy 6.236230e-04 2.183324e-04 6.236230e-06
displacement 5.164653e-01 5.164653e-01 5.164653e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
2
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 2.021039e-01 0.000000e+00
energy 6.236230e-04 1.144623e-04 6.236230e-06
displacement 5.164653e-01 4.700534e-01 5.758563e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
3
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 5.868849e-03 0.000000e+00
energy 6.236230e-04 1.414888e-05 6.236230e-06
displacement 5.164653e-01 5.963088e-02 1.147241e-07
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
4
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 1.744995e-04 0.000000e+00
energy 6.236230e-04 1.961722e-06 6.236230e-06
displacement 5.164653e-01 1.006894e-02 1.717790e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
5
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 1.574316e-06 0.000000e+00
energy 6.236230e-04 2.459766e-07 6.236230e-06
displacement 5.164653e-01 1.115869e-03 1.958626e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
6
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 1.506480e-08 0.000000e+00
energy 6.236230e-04 2.454435e-08 6.236230e-06
displacement 5.164653e-01 1.083119e-04 2.038662e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
7
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 2.719486e-10 0.000000e+00
energy 6.236230e-04 2.332456e-09 6.236230e-06
displacement 5.164653e-01 1.023791e-05 2.063733e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
8
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 1.597822e-11 0.000000e+00
energy 6.236230e-04 2.198203e-10 6.236230e-06
displacement 5.164653e-01 9.644206e-07 2.071469e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
9
Nonlinear solution status: time= 0.977757
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.700320e-04 1.432157e-12 0.000000e+00
energy 6.236230e-04 2.070297e-11 6.236230e-06
displacement 5.164653e-01 9.082659e-08 2.073847e-07
------- converged at time : 0.977757
]0;(98%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00946367
===== beginning time step 102 : 0.987221 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
1
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 3.957783e-01 0.000000e+00
energy 5.828982e-04 2.211582e-04 5.828982e-06
displacement 5.229746e-01 5.229746e-01 5.229746e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
2
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.681266e-01 0.000000e+00
energy 5.828982e-04 1.057414e-04 5.828982e-06
displacement 5.229746e-01 4.306361e-01 5.380768e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
3
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 4.948954e-03 0.000000e+00
energy 5.828982e-04 1.248874e-05 5.828982e-06
displacement 5.229746e-01 5.382064e-02 8.675499e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
4
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.243695e-04 0.000000e+00
energy 5.828982e-04 1.704333e-06 5.828982e-06
displacement 5.229746e-01 8.587601e-03 1.295390e-07
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
5
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.054106e-06 0.000000e+00
energy 5.828982e-04 2.046216e-07 5.828982e-06
displacement 5.229746e-01 9.169288e-04 1.477568e-07
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
6
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 9.716719e-09 0.000000e+00
energy 5.828982e-04 1.971759e-08 5.828982e-06
displacement 5.229746e-01 8.605993e-05 1.537403e-07
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
7
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.896729e-10 0.000000e+00
energy 5.828982e-04 1.813925e-09 5.828982e-06
displacement 5.229746e-01 7.882075e-06 1.555870e-07
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
8
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.180975e-11 0.000000e+00
energy 5.828982e-04 1.657007e-10 5.828982e-06
displacement 5.229746e-01 7.197767e-07 1.561482e-07
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
9
Nonlinear solution status: time= 0.987221
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.516378e-04 1.039496e-12 0.000000e+00
energy 5.828982e-04 1.512889e-11 5.828982e-06
displacement 5.229746e-01 6.571579e-08 1.563181e-07
------- converged at time : 0.987221
]0;(99%) tempModel.feb - FEBio 2.9.0.0
AUTO STEPPER: increasing time step, dt = 0.00949268
===== beginning time step 103 : 0.996713 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
1
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 4.331533e-01 0.000000e+00
energy 5.661459e-04 2.786222e-04 5.661459e-06
displacement 5.554958e-01 5.554958e-01 5.554958e-07
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
2
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.221950e-01 0.000000e+00
energy 5.661459e-04 8.663520e-05 5.661459e-06
displacement 5.554958e-01 3.712587e-01 4.842442e-08
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
3
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 3.961347e-03 0.000000e+00
energy 5.661459e-04 9.581530e-06 5.661459e-06
displacement 5.554958e-01 4.591631e-02 4.004819e-08
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
4
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.035604e-04 0.000000e+00
energy 5.661459e-04 1.532040e-06 5.661459e-06
displacement 5.554958e-01 8.002719e-03 6.505397e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
5
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 9.002028e-07 0.000000e+00
energy 5.661459e-04 1.883341e-07 5.661459e-06
displacement 5.554958e-01 8.393218e-04 7.703377e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
6
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.073313e-08 0.000000e+00
energy 5.661459e-04 2.023254e-08 5.661459e-06
displacement 5.554958e-01 8.812702e-05 8.127792e-08
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
7
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 2.553429e-10 0.000000e+00
energy 5.661459e-04 2.091986e-09 5.661459e-06
displacement 5.554958e-01 9.067818e-06 8.267718e-08
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
8
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.751486e-11 0.000000e+00
energy 5.661459e-04 2.147493e-10 5.661459e-06
displacement 5.554958e-01 9.305538e-07 8.312926e-08
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
9
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.711190e-12 0.000000e+00
energy 5.661459e-04 2.203525e-11 5.661459e-06
displacement 5.554958e-01 9.548094e-08 8.327447e-08
Reforming stiffness matrix: reformation #10
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
10
Nonlinear solution status: time= 0.996713
stiffness updates = 0
right hand side evaluations = 11
stiffness matrix reformations = 10
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.409545e-04 1.748536e-13 0.000000e+00
energy 5.661459e-04 2.260988e-12 5.661459e-06
displacement 5.554958e-01 9.797052e-09 8.332102e-08
------- converged at time : 0.996713
]0;(100%) tempModel.feb - FEBio 2.9.0.0 MUST POINT CONTROLLER: adjusting time step. dt = 0.00328679
===== beginning time step 104 : 1 =====
Reforming stiffness matrix: reformation #1
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
1
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 2
stiffness matrix reformations = 1
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 6.974210e-03 0.000000e+00
energy 6.482044e-05 2.919543e-05 6.482044e-07
displacement 7.165669e-02 7.165669e-02 7.165669e-08
Reforming stiffness matrix: reformation #2
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
2
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 3
stiffness matrix reformations = 2
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 4.939507e-03 0.000000e+00
energy 6.482044e-05 1.372312e-05 6.482044e-07
displacement 7.165669e-02 6.559642e-02 3.916745e-09
Reforming stiffness matrix: reformation #3
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
3
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 4
stiffness matrix reformations = 3
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 4.931750e-05 0.000000e+00
energy 6.482044e-05 1.397738e-06 6.482044e-07
displacement 7.165669e-02 6.274647e-03 9.625311e-09
Reforming stiffness matrix: reformation #4
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
4
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 5
stiffness matrix reformations = 4
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 5.956797e-07 0.000000e+00
energy 6.482044e-05 1.455913e-07 6.482044e-07
displacement 7.165669e-02 6.744476e-04 1.420591e-08
Reforming stiffness matrix: reformation #5
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
5
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 6
stiffness matrix reformations = 5
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 6.480639e-09 0.000000e+00
energy 6.482044e-05 1.488184e-08 6.482044e-07
displacement 7.165669e-02 6.704974e-05 1.593819e-08
Reforming stiffness matrix: reformation #6
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
6
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 7
stiffness matrix reformations = 6
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 1.610312e-10 0.000000e+00
energy 6.482044e-05 1.454191e-09 6.482044e-07
displacement 7.165669e-02 6.535444e-06 1.650671e-08
Reforming stiffness matrix: reformation #7
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
7
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 8
stiffness matrix reformations = 7
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 1.121758e-11 0.000000e+00
energy 6.482044e-05 1.415380e-10 6.482044e-07
displacement 7.165669e-02 6.359147e-07 1.668672e-08
Reforming stiffness matrix: reformation #8
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
8
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 9
stiffness matrix reformations = 8
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 1.048619e-12 0.000000e+00
energy 6.482044e-05 1.377260e-11 6.482044e-07
displacement 7.165669e-02 6.187370e-08 1.674313e-08
Reforming stiffness matrix: reformation #9
===== reforming stiffness matrix:
Nr of equations ........................... : 7387
Nr of nonzeroes in stiffness matrix ....... : 1112059
9
Nonlinear solution status: time= 1
stiffness updates = 0
right hand side evaluations = 10
stiffness matrix reformations = 9
step from line search = 1.000000
convergence norms : INITIAL CURRENT REQUIRED
residual 1.579287e-05 1.016160e-13 0.000000e+00
energy 6.482044e-05 1.340257e-12 6.482044e-07
displacement 7.165669e-02 6.020768e-09 1.676075e-08
------- converged at time : 1
]0;(100%) tempModel.feb - FEBio 2.9.0.0
N O N L I N E A R I T E R A T I O N I N F O R M A T I O N
Number of time steps completed .................... : 104
Total number of equilibrium iterations ............ : 612
Average number of equilibrium iterations .......... : 5.88462
Total number of right hand evaluations ............ : 729
Total number of stiffness reformations ............ : 612
Time in linear solver: 0:01:42
Elapsed time : 0:02:44
N O R M A L T E R M I N A T I O N
Waiting for log file...
Proceeding to check log file...04-Jun-2019 13:06:34
------- converged at time : 0.01
------- converged at time : 0.02
------- converged at time : 0.03
------- converged at time : 0.04
------- converged at time : 0.05
------- converged at time : 0.06
------- converged at time : 0.07
------- converged at time : 0.08
------- converged at time : 0.09
------- converged at time : 0.1
------- converged at time : 0.11
------- converged at time : 0.12
------- converged at time : 0.13
------- converged at time : 0.14
------- converged at time : 0.15
------- converged at time : 0.16
------- converged at time : 0.17
------- converged at time : 0.18
------- converged at time : 0.19
------- converged at time : 0.2
------- converged at time : 0.21
------- converged at time : 0.22
------- converged at time : 0.23
------- converged at time : 0.24
------- converged at time : 0.25
------- converged at time : 0.26
------- converged at time : 0.27
------- converged at time : 0.28
------- converged at time : 0.29
------- converged at time : 0.3
------- converged at time : 0.31
------- converged at time : 0.32
------- converged at time : 0.33
------- converged at time : 0.34
------- converged at time : 0.35
------- converged at time : 0.36
------- converged at time : 0.37
------- converged at time : 0.38
------- converged at time : 0.39
------- converged at time : 0.4
------- converged at time : 0.41
------- converged at time : 0.42
------- converged at time : 0.43
------- converged at time : 0.44
------- converged at time : 0.45
------- converged at time : 0.46
------- converged at time : 0.47
------- converged at time : 0.48
------- converged at time : 0.49
------- converged at time : 0.5
------- converged at time : 0.51
------- converged at time : 0.52
------- converged at time : 0.53
------- converged at time : 0.54
------- converged at time : 0.55
------- converged at time : 0.56
------- converged at time : 0.57
------- converged at time : 0.58
------- converged at time : 0.59
------- converged at time : 0.6
------- converged at time : 0.61
------- converged at time : 0.62
------- converged at time : 0.63
------- converged at time : 0.64
------- converged at time : 0.65
------- converged at time : 0.66
------- converged at time : 0.67
------- converged at time : 0.68
------- converged at time : 0.69
------- converged at time : 0.7
------- converged at time : 0.71
------- converged at time : 0.72
------- converged at time : 0.73
------- converged at time : 0.736628
------- converged at time : 0.743654
------- converged at time : 0.751031
------- converged at time : 0.75892
------- converged at time : 0.767058
------- converged at time : 0.77556
------- converged at time : 0.784354
------- converged at time : 0.79329
------- converged at time : 0.802284
------- converged at time : 0.811397
------- converged at time : 0.820615
------- converged at time : 0.829874
------- converged at time : 0.839174
------- converged at time : 0.848557
------- converged at time : 0.857973
------- converged at time : 0.867389
------- converged at time : 0.876371
------- converged at time : 0.885353
------- converged at time : 0.894391
------- converged at time : 0.903428
------- converged at time : 0.912518
------- converged at time : 0.921656
------- converged at time : 0.930897
------- converged at time : 0.940227
------- converged at time : 0.949557
------- converged at time : 0.958923
------- converged at time : 0.968324
------- converged at time : 0.977757
------- converged at time : 0.987221
------- converged at time : 0.996713
------- converged at time : 1
--- Done --- 04-Jun-2019 13:06:34
Import FEBio results
if 1%runFlag==1 %i.e. a succesful run
% Importing nodal displacements from a log file [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements time_mat=[0; time_mat(:)]; %Time N_disp_mat=N_disp_mat(:,2:end,:); sizImport=size(N_disp_mat); sizImport(3)=sizImport(3)+1; N_disp_mat_n=zeros(sizImport); N_disp_mat_n(:,:,2:end)=N_disp_mat; N_disp_mat=N_disp_mat_n; DN=N_disp_mat(:,:,end); DN_magnitude=sqrt(sum(DN(:,3).^2,2)); V_def=V+DN; V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]); X_DEF=V_DEF(:,1,:); Y_DEF=V_DEF(:,2,:); Z_DEF=V_DEF(:,3,:); % [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude);
Plotting the simulated results using anim8 to visualize and animate deformations
% Create basic view and store graphics handle to initiate animation hf=cFigure; hold on; gtitle([febioFebFileNamePart,': Press play to animate']); hp1=gpatch(Fb_blob_plot,V_def,DN_magnitude,'k',1); %Add graphics object to animate hp2=gpatch(F_probe_plot,V_def,'kw','none',0.5); %Add graphics object to animate % gpatch(Fb_all,V,0.5*ones(1,3),'none',0.25); %A static graphics object axisGeom(gca,fontSize); colormap(gjet(250)); colorbar; caxis([0 max(DN_magnitude)]); caxis manual; axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]); camlight headlight; view(15,8); drawnow; % Set up animation features animStruct.Time=time_mat; %The time vector for qt=1:1:size(N_disp_mat,3) %Loop over time increments DN=N_disp_mat(:,:,qt); %Current displacement DN_magnitude=sqrt(sum(DN.^2,2)); %Current displacement magnitude V_def=V+DN; %Current nodal coordinates % [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude); %Current color data to use %Set entries in animation structure animStruct.Handles{qt}=[hp1 hp1 hp2]; %Handles of objects to animate animStruct.Props{qt}={'Vertices','CData','Vertices'}; %Properties of objects to animate animStruct.Set{qt}={V_def,DN_magnitude,V_def}; %Property values for to set in order to animate end anim8(hf,animStruct); %Initiate animation feature caxis([0 max(DN_magnitude)]); caxis manual; drawnow;
end
GIBBON www.gibboncode.org
Kevin Mattheus Moerman, [email protected]
GIBBON footer text
License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE
GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.
Copyright (C) 2019 Kevin Mattheus Moerman
This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.
This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.
You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.